<?xml version="1.0"?>
<feed xmlns="http://www.w3.org/2005/Atom" xml:lang="en">
	<id>https://wiki.tuflow.com/w/api.php?action=feedcontributions&amp;feedformat=atom&amp;user=Mitch3007</id>
	<title>Tuflow - User contributions [en]</title>
	<link rel="self" type="application/atom+xml" href="https://wiki.tuflow.com/w/api.php?action=feedcontributions&amp;feedformat=atom&amp;user=Mitch3007"/>
	<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/Special:Contributions/Mitch3007"/>
	<updated>2026-05-20T09:11:40Z</updated>
	<subtitle>User contributions</subtitle>
	<generator>MediaWiki 1.43.8</generator>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=TUFLOW_Viewer_-_Import_FV_Tide_BC_NetCDF&amp;diff=41115</id>
		<title>TUFLOW Viewer - Import FV Tide BC NetCDF</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=TUFLOW_Viewer_-_Import_FV_Tide_BC_NetCDF&amp;diff=41115"/>
		<updated>2024-10-10T20:32:12Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;===Tool Description===&lt;br /&gt;
Loads a TUFLOW FV water level curtain boundary. The following files are required for loading:&lt;br /&gt;
* NetCDF (.nc) file containing the water level data&lt;br /&gt;
* Nodestring GIS file (.shp or .mif) showing the location of the boundary&lt;br /&gt;
&lt;br /&gt;
[[File: Fv_tide_bc_import_dlg.png]]&lt;br /&gt;
&lt;br /&gt;
The option to use &#039;local time&#039; is also available in the input dialog. Selecting this will use the local time (if it is available) from the NetCDF file. The timezone information will be appended to the result name for the users information. &lt;br /&gt;
&lt;br /&gt;
[[File: Fv_tide_bc_tz_info.png]]&lt;br /&gt;
&lt;br /&gt;
&#039;&#039;Note: If &#039;local time&#039; is not available, the request will be ignored and the default UTC data will be loaded.&#039;&#039; &lt;br /&gt;
&lt;br /&gt;
The nodestring will be loaded by the tool (the user does not need to manually load this into QGIS) as well as a point layer showing the locations along the nodestring where water levels have been specified.&lt;br /&gt;
&lt;br /&gt;
Note: This tool requires the &#039;shapely&#039; library to be installed in your QGIS Python environment. Shapely should be installed in most standard QGIS installations (depending on QGIS version), however if QGIS has been installed via OSGeo4W, then it is reliant on the user to have selected &#039;shapely&#039; as part of that installation process. It is possible to check whether shapely is installed by opening QGIS, opening the Python console, and typing &amp;lt;tt&amp;gt;import shapely&amp;lt;/tt&amp;gt; and pressing return. If there are no errors, then you have shapely installed in your QGIS Python environment.&lt;br /&gt;
&lt;br /&gt;
[[File: Import_shapely_check.png]]&lt;br /&gt;
&lt;br /&gt;
===Example===&lt;br /&gt;
[[File: Fv_tide_bc_demo.mp4]]&lt;br /&gt;
&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Viewer#Loading_Results| Back to TUFLOW Viewer Main Page]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=New_User_Guide_Local_Hardware_Licences&amp;diff=40363</id>
		<title>New User Guide Local Hardware Licences</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=New_User_Guide_Local_Hardware_Licences&amp;diff=40363"/>
		<updated>2024-08-12T21:54:12Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: Reverted edits by Mitch3007 (talk) to last revision by Tuflowduncan&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This page of the Wiki is relevant to people with a TUFLOW Local Hardware (USB) Lock licence. &lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Download the latest executable and manual from the Downloads page of the &amp;lt;u&amp;gt;[https://www.tuflow.com/downloads/ TUFLOW website]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;[[Wibu_Dongles| Install Licencing Dongle Drivers (CodeMeter RunTime Kit)]]&amp;lt;/u&amp;gt; on your computer.&lt;br /&gt;
&amp;lt;li&amp;gt; Plug your new Local licence hardware dongle (USB) into your computer.&lt;br /&gt;
&amp;lt;li&amp;gt; Double click the TUFLOW Executable (for example TUFLOW_iSP_w64.exe). A DOS window should open. Review the licence information listed. Check the licence types and numbers associated with your configuration (the licence types and numbers will be different to the example shown below).&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:TUFLOW_DOS_Test1.JPG|600px]] &amp;lt;br&amp;gt;&lt;br /&gt;
Note: Local TUFLOW licences are associated with the USB dongle. All computers running TUFLOW must have Licensing Dongle Drivers (CodeMeter RunTime Kit) installed and the USB hardware dongle plugged in for a simulation to initialise. The Licence Update Request and Import steps listed above should only be required once annually to provide access to new major releases of the software (unless licence configuration changes are re&#039;&#039;quested).&lt;br /&gt;
&amp;lt;li&amp;gt; You are now ready to start TUFLOW modelling. There are multiple options available to help you learn TUFLOW:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Free TUFLOW eLearning courses. &amp;lt;br&amp;gt;&lt;br /&gt;
These courses are hosted online 24/7. They includes step by step lessons comprising of a combination of written notes, background content videos, demonstration videos and hands-on exercises:&amp;lt;br&amp;gt;&lt;br /&gt;
* &amp;lt;u&amp;gt;[https://www.tuflow.com/training/training-catalogue/tt001e-introduction-to-qgis-for-tuflow-elearning/ TT001E: Introduction to QGIS for TUFLOW]&amp;lt;/u&amp;gt;&lt;br /&gt;
* &amp;lt;u&amp;gt;[https://www.tuflow.com/training/training-catalogue/tt102e-introduction-to-2d-modelling-elearning/ TT102E: Introduction to 2D Modelling]&amp;lt;/u&amp;gt; &lt;br /&gt;
Other paid eLearning courses are also available via the &amp;lt;u&amp;gt;[https://www.tuflow.com/training/training-catalogue/ TUFLOW Training Course Catalogue]&amp;lt;/u&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;[https://www.tuflow.com/downloads/tuflow-classichpc-models/ TUFLOW Wiki Self-teach Tutorials]&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;[[TUFLOW_Example_Models | Example Models]]&amp;lt;/u&amp;gt;  &amp;lt;br&amp;gt;&lt;br /&gt;
This database includes over 60 example models demonstrating the most commonly used TUFLOW features. Use these models to learn how to implement features not explicitly covered in the TUFLOW eLearning or Wiki Tutorials. &lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Run TUFLOW using the options listed in the Running TUFLOW section of the Wiki:&amp;lt;br&amp;gt;&lt;br /&gt;
:* &amp;lt;u&amp;gt;[[Running_TUFLOW | TUFLOW Run Options ]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Other resources that may be useful include:&amp;lt;br&amp;gt;&lt;br /&gt;
:*Other useful information in the Wiki. In particular new users often find the &amp;lt;u&amp;gt;[[Main_Page | Tips and Tricks]]&amp;lt;/u&amp;gt; section of the homepage and the &amp;lt;u&amp;gt;[[TUFLOW_Modelling_Guidance | Modelling Guidance]]&amp;lt;/u&amp;gt; sections useful. &lt;br /&gt;
:*If you&#039;re interested in becoming a part of the TUFLOW User Community please join the &amp;lt;u&amp;gt;[https://www.linkedin.com/groups/1908583  TUFLOW LinkedIn User Group]&amp;lt;/u&amp;gt;.&lt;br /&gt;
&amp;lt;li&amp;gt; Please email &amp;lt;u&amp;gt;[mailto:support@tuflow.com support@tuflow.com]&amp;lt;/u&amp;gt; if you have any technical questions or &amp;lt;u&amp;gt;[mailto:sales@tuflow.com sales@tuflow.com]&amp;lt;/u&amp;gt; if you would like to rent additional licences temporarily, purchase additional licences or add-on modules. Price information is available from the Pricing page of the &amp;lt;u&amp;gt;[https://www.tuflow.com/pricing/ TUFLOW website]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&amp;lt;br&amp;gt;&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=New_User_Guide_Local_Hardware_Licences&amp;diff=40362</id>
		<title>New User Guide Local Hardware Licences</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=New_User_Guide_Local_Hardware_Licences&amp;diff=40362"/>
		<updated>2024-08-12T21:51:19Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This page of the Wiki is relevant to people with a TUFLOW Local Hardware (USB) Lock licence. &lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Download the latest executable and manual from the Downloads page of the &amp;lt;u&amp;gt;[https://www.tuflow.com/downloads/ TUFLOW website]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;[[Wibu_Dongles| Install Licencing Dongle Drivers (CodeMeter RunTime Kit)]]&amp;lt;/u&amp;gt; on your computer.&lt;br /&gt;
&amp;lt;li&amp;gt; Plug your new Local licence hardware dongle (USB) into your computer.&lt;br /&gt;
&amp;lt;li&amp;gt; Double click the TUFLOW Executable (for example TUFLOW_iSP_w64.exe). A DOS window should open. Review the licence information listed. Check the licence types and numbers associated with your configuration (the licence types and numbers will be different to the example shown below).&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:TUFLOW_DOS_Test1.JPG|600px]] &amp;lt;br&amp;gt;&lt;br /&gt;
Note: Local TUFLOW licences are associated with the USB dongle. All computers running TUFLOW must have Licensing Dongle Drivers (CodeMeter RunTime Kit) installed and the USB hardware dongle plugged in for a simulation to initialise. The Licence Update Request and Import steps listed above should only be required once annually to provide access to new major releases of the software (unless licence configuration changes are re&#039;&#039;quested).&lt;br /&gt;
&amp;lt;li&amp;gt; You are now ready to start TUFLOW modelling. There are multiple options available to help you learn TUFLOW:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;  &amp;lt;u&amp;gt;[[Tutorial Introduction|TUFLOW FV Wiki Self-teach Tutorials]]&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt; [[TUFLOW FV Example Models|TUFLOWFV Example Models]]&amp;lt;/u&amp;gt;  &amp;lt;br&amp;gt;&lt;br /&gt;
This database includes over 60 example models demonstrating the most commonly used TUFLOW FV features. Use these models to learn how to implement features not explicitly covered in the Wiki Tutorials. &lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Run TUFLOW using the options listed in the Running TUFLOW FV section of the Wiki: &amp;lt;u&amp;gt;[[Running_TUFLOW_FV | TUFLOW FV Run Options ]]&amp;lt;/u&amp;gt;&lt;br /&gt;
*Other useful information is contained in the Wiki. In particular new users often find the &amp;lt;u&amp;gt;[[Main_Page | Tips and Tricks]]&amp;lt;/u&amp;gt; section.&lt;br /&gt;
*If you&#039;re interested in becoming a part of the TUFLOW User Community please join the &amp;lt;u&amp;gt;[https://www.linkedin.com/groups/1908583  TUFLOW LinkedIn User Group]&amp;lt;/u&amp;gt;.&lt;br /&gt;
&amp;lt;li&amp;gt; Please email &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt; if you have any technical questions or &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;sales@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt; if you would like to rent additional licences temporarily, purchase additional licences or add-on modules. Price information is available from the &amp;lt;u&amp;gt;[https://www.tuflow.com/pricing/ TUFLOW Website]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&amp;lt;br&amp;gt;&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=New_User_Guide_Local_Hardware_Licences&amp;diff=40361</id>
		<title>New User Guide Local Hardware Licences</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=New_User_Guide_Local_Hardware_Licences&amp;diff=40361"/>
		<updated>2024-08-12T21:50:50Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This page of the Wiki is relevant to people with a TUFLOW Local Hardware (USB) Lock licence. &lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Download the latest executable and manual from the Downloads page of the &amp;lt;u&amp;gt;[https://www.tuflow.com/downloads/ TUFLOW website]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;[[Wibu_Dongles| Install Licencing Dongle Drivers (CodeMeter RunTime Kit)]]&amp;lt;/u&amp;gt; on your computer.&lt;br /&gt;
&amp;lt;li&amp;gt; Plug your new Local licence hardware dongle (USB) into your computer.&lt;br /&gt;
&amp;lt;li&amp;gt; Double click the TUFLOW Executable (for example TUFLOW_iSP_w64.exe). A DOS window should open. Review the licence information listed. Check the licence types and numbers associated with your configuration (the licence types and numbers will be different to the example shown below).&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:TUFLOW_DOS_Test1.JPG|600px]] &amp;lt;br&amp;gt;&lt;br /&gt;
Note: Local TUFLOW licences are associated with the USB dongle. All computers running TUFLOW must have Licensing Dongle Drivers (CodeMeter RunTime Kit) installed and the USB hardware dongle plugged in for a simulation to initialise. The Licence Update Request and Import steps listed above should only be required once annually to provide access to new major releases of the software (unless licence configuration changes are re&#039;&#039;quested).&lt;br /&gt;
&amp;lt;li&amp;gt; You are now ready to start TUFLOW modelling. There are multiple options available to help you learn TUFLOW:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;  &amp;lt;u&amp;gt;[[Tutorial Introduction|TUFLOW FV Wiki Self-teach Tutorials]]&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt; [[TUFLOW FV Example Models|Example Models]]&amp;lt;/u&amp;gt;  &amp;lt;br&amp;gt;&lt;br /&gt;
This database includes over 60 example models demonstrating the most commonly used TUFLOW FV features. Use these models to learn how to implement features not explicitly covered in the Wiki Tutorials. &lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Run TUFLOW using the options listed in the Running TUFLOW FV section of the Wiki: &amp;lt;u&amp;gt;[[Running_TUFLOW_FV | TUFLOW FV Run Options ]]&amp;lt;/u&amp;gt;&lt;br /&gt;
*Other useful information is contained in the Wiki. In particular new users often find the &amp;lt;u&amp;gt;[[Main_Page | Tips and Tricks]]&amp;lt;/u&amp;gt; section.&lt;br /&gt;
*If you&#039;re interested in becoming a part of the TUFLOW User Community please join the &amp;lt;u&amp;gt;[https://www.linkedin.com/groups/1908583  TUFLOW LinkedIn User Group]&amp;lt;/u&amp;gt;.&lt;br /&gt;
&amp;lt;li&amp;gt; Please email &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt; if you have any technical questions or &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;sales@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt; if you would like to rent additional licences temporarily, purchase additional licences or add-on modules. Price information is available from the &amp;lt;u&amp;gt;[https://www.tuflow.com/pricing/ TUFLOW Website]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&amp;lt;br&amp;gt;&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=TUFLOW_Viewer&amp;diff=39713</id>
		<title>TUFLOW Viewer</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=TUFLOW_Viewer&amp;diff=39713"/>
		<updated>2024-07-04T20:40:32Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Loading Results */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;TUFLOW Viewer replaces Crayfish and TUPLOT as the TUFLOW result viewer for &amp;lt;u&amp;gt;[[QGIS_Tips | QGIS]]&amp;lt;/u&amp;gt; (version 3.6 onwards). It uses the Mesh Data Abstraction Library (MDAL) available in QGIS to display and interact with TUFLOW map output results, and the TUFLOW results python library (the same library used by TUPLOT in earlier versions of QGIS) for viewing TUFLOW time series results.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
__TOC__&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
=Getting Started=&lt;br /&gt;
==QGIS Version==&lt;br /&gt;
&amp;lt;b&amp;gt;&#039;&#039;A few notes on the recommended QGIS version:&#039;&#039;&amp;lt;/b&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
It is recommended to use the latest version of QGIS. The reasons for this are:&lt;br /&gt;
* TUFLOW Viewer is developed using the latest version, and although backwards compatibility is maintained as best as possible, TUFLOW Viewer is tested more frequently on the latest QGIS version.&lt;br /&gt;
* The mesh data provider (MDAL) and the temporal controller (which now underpins the mesh datasets in QGIS) are both relatively new in comparison to other libraries (e.g. GDAL) and are therefore more regularly updated with new features, enhancements, and bug fixes by the QGIS developers. TUFLOW Viewer takes advantage of these updates.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
Although TUFLOW Viewer has been developed to be consistent across QGIS versions, it is not always possible. Some QGIS developments and behaviour changes have led to TUFLOW Viewer behaviour also changing either through necessity or to keep in-line with the QGIS development direction. The below is a current list of known behaviour changes due to QGIS version:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &#039;&#039;&#039;Date-time format within TUFLOW Viewer&#039;&#039;&#039; - QGIS 3.14 introduced the &#039;&#039;&#039;temporal controller&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
* Prior to QGIS 3.14, TUFLOW Viewer stored all results internally as relative time. The user could display as date-time and the reference time by changing &#039;&#039;&#039;Zero Date&#039;&#039;&#039; in &#039;&#039;&#039;Settings &amp;gt;&amp;gt; Options&#039;&#039;&#039;.&lt;br /&gt;
* QGIS 3.14, TUFLOW Viewer tried to mimic the behaviour of previous versions but the reference time could also be altered natively in the mesh layer &#039;&#039;&#039;Properties&#039;&#039;&#039;. Note on this version, this is the first QGIS release with the &#039;&#039;&#039;temporal controller&#039;&#039;&#039; and as a consequence some of the functionality matured and changed in subsequent versions. Users may experience strange behaviour when using TUFLOW Viewer with the QGIS 3.14 if using date-time format. It is recommended to upgrade to later versions of QGIS if date-time format is required.&lt;br /&gt;
* Post QGIS 3.14 TUFLOW Viewer stores all results internally as absolute time and the user must change the reference time in the native properties of the mesh layer to alter the dates being displayed. &#039;&#039;&#039;Zero Date&#039;&#039;&#039; now only changes how the relative time is displayed in TUFLOW Viewer and doesn&#039;t change the mesh layer reference time.&lt;br /&gt;
* Please follow the link below on how to use isodate (date-time) format in TUFLOW Viewer in QGIS 3.16+ (recommended minimum version if using date-time format): &amp;lt;u&amp;gt;[[TUFLOW_Viewer_-_Isodate_(Date-Time)_Format | Working With Isodate (Date-Time) format]]&amp;lt;/u&amp;gt;.&lt;br /&gt;
&amp;lt;/ol&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&#039;&#039;&#039;Other Known Issues&#039;&#039;&#039;&amp;lt;Br&amp;gt;&lt;br /&gt;
* QGIS 3.24 uses Matplotlib v3.5.1 which contains the following known bug which may affect users when re-labelling datasets within the TUFLOW Viewer plot window:&amp;lt;Br&amp;gt;&lt;br /&gt;
: [[TUFLOW_Viewer_Matplotlib_v3.5.1_Bug | TUFLOW Viewer - Matplotlib v3.5.1 bug]]&amp;lt;br&amp;gt;&lt;br /&gt;
* &amp;quot;ValueError: Failed to find font DejaVu Sans:style=normal:variant=normal:weight=normal:stretch=normal:size=10.0, and fallback to the default font was disabled&amp;quot;&lt;br /&gt;
: [[TUFLOW_Viewer_Matplotlib_Font_Error | TUFLOW Viewer - Matplotlib Font Error]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Installation or Version Upgrade==&lt;br /&gt;
===Installation===&lt;br /&gt;
TUFLOW Viewer is a free tool that comes as part of the TUFLOW plugin in QGIS. For instructions on how to install the plugin, please follow these steps: &amp;lt;u&amp;gt;[[TUFLOW_QGIS_Plugin#Installation_of_Plugin |Installation of Plugin]]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
There are also instructions on installing plugins in the QGIS documentation - if you choose to follow the QGIS documentation, the plugin is called &amp;quot;TUFLOW&amp;quot; in the repository: &amp;lt;u&amp;gt; [https://docs.qgis.org/3.16/en/docs/training_manual/qgis_plugins/fetching_plugins.html Link to QGIS Documentation - Installing and Managing Plugins]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
===Plugin Upgrades===&lt;br /&gt;
It&#039;s recommended to upgrade the plugin whenever a new version is released. The upgrade process is typically done via the Plugin Manager (&#039;&#039;&#039;QGIS Drop Menu: Plugins &amp;gt;&amp;gt; Manage and Install Plugins&#039;&#039;&#039;).&amp;lt;br&amp;gt;&lt;br /&gt;
[[File: TUFLOW Plugin Update.JPG||600px]]&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
If you encounter an error while upgrading the plugin please follow these steps: &amp;lt;u&amp;gt;[[ TUFLOW_QGIS_Plugin#Error_While_Upgrading_Plugin | Error While Upgrading Plugin ]]&amp;lt;/u&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==Development Version==&lt;br /&gt;
It&#039;s possible to test out the latest development version of the plugin and TUFLOW Viewer by following the instructions below:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;b&amp;gt;&amp;lt;u&amp;gt;[[Installing_the_Latest_Development_Version_of_the_TUFLOW_Plugin | Installing the Latest Development Version of the TUFLOW Plugin]]&amp;lt;/u&amp;gt;&amp;lt;/b&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&amp;lt;Br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Using TUFLOW Viewer=&lt;br /&gt;
==Opening the TUFLOW Viewer==&lt;br /&gt;
After installing the QGIS TUFLOW plugin, the TUFLOW Viewer tool can be opened by clicking the following icon in the plugin toolbar:&amp;lt;br&amp;gt;&lt;br /&gt;
[[File: TUFLOW_Viewer_In_Toolbar.PNG]].&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Loading Results==&lt;br /&gt;
TUFLOW simulation results can be loaded several ways:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Select &#039;&#039;&#039;File &amp;gt;&amp;gt; Load Results&#039;&#039;&#039; from the TUFLOW Viewer drop down menu.&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:TUFLOW Plugin Load 1.jpg||800px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Right Click in the &#039;&#039;&#039;Open Results&#039;&#039;&#039; panel and select &#039;&#039;&#039;Load Results&#039;&#039;&#039;.&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:TUFLOW Plugin Load 2.jpg||800px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
Using either of the above methods, the following result load options are available:&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results | Load All Results]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; This is done via a TCF or TLF file and will load in all results (Map Outputs and ESTRY Time Series). &#039;&#039;Note: the Load All Results feature is not yet enabled for TUFLOW FV FVC files.&#039;&#039;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Map_Outputs | Load Results - Map Outputs]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;  --&amp;gt; Select map output mesh results file (&#039;&#039;&#039;*.xmdf, *.dat, *.2dm, *.xmdf.sup, *.dat.sup, *.nc&#039;&#039;&#039; &#039;&#039;(supports netCDF format from TUFLOW FV output only)&#039;&#039;).&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Time_Series | Load Results - Time Series]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;  --&amp;gt; Select ESTRY / SWMM time series output results (&#039;&#039;&#039;*.tpc *.gpkg&#039;&#039;&#039;).&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Time_Series_FM | Load Results - Flood Modeller Time Series]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;  --&amp;gt; Load Flood Modeller results. This requires a &#039;&#039;&#039;*.gxy&#039;&#039;&#039; and result &#039;&#039;&#039;*.csv&#039;&#039;&#039; file to be exported from Flood Modeller.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Particles | Load Results - Particle Tracking Module]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;  --&amp;gt; Select output from particle module (&#039;&#039;&#039;*.nc&#039;&#039;&#039;) which will typically be suffixed with &#039;&#039;&#039;_ptm&#039;&#039;&#039;.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_NetCDF_Grid | Load Results - NetCDF Grid]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;  --&amp;gt; Load TUFLOW NC or HRNC map output results.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Import_1D_Hydraulic_Tables | Import 1D Hydraulic Tables]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;  --&amp;gt; Select a &#039;&#039;&#039;_1d_ta_tables_check.csv&#039;&#039;&#039; check file.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Import_2D_BC_Tables | Import 2D BC Tables]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Select a &#039;&#039;&#039;_2d_bc_tables_check.csv&#039;&#039;&#039; check file.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Import_1D_ESTRY_Cross_-_Sections | Import 1D ESTRY Cross-Sections]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;  --&amp;gt; This will automatically happen if an appropriate TUFLOW input is opened in QGIS while TUFLOW Viewer is open (e.g. 1d_xs).&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Importing_a_User_Defined_Time_Series_To_Display_On_The_Plot | Importing a User Defined Time Series Dataset To Display In The Plot Window]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Loading_Results_While_TUFLOW_is_Running | Loading Results While TUFLOW is Running]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&#039;&#039;&#039;Troubleshooting&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
If you receive an error similar to that shown below when attempting to load results from a TCF you will need to fix the encoding of your TUFLOW control files:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;pre&amp;gt;&lt;br /&gt;
UnicodeDecodeError: &#039;utf-8&#039; codec can&#039;t decode byte 0x92 in position 626: invalid start byte&lt;br /&gt;
&amp;lt;/pre&amp;gt;&lt;br /&gt;
This error is caused by incompatible encoding of the TUFLOW control files. You can resolve this issue by changing the encoding of all your TUFLOW control files to a single type (typically UTF-8). You can do this using Notepad++. Please see the following link for instructions on how to do this (refer last image): &amp;lt;u&amp;gt;[[TUFLOW_Message_0060 | TUFLOW Message 0060]]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
== TUFLOW-SWMM Results ==&lt;br /&gt;
Results from a linked TUFLOW-SWMM model can be loaded via the standard menu options (available from the TUFLOW plugin version 3.10):&lt;br /&gt;
* &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Time_Series | Load Results - Time Series]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; to load the GPKG time series format (_swmm_ts.gpkg) by itself. The GPKG time series format is a new format similar to the .tpc with some additional functionality. More information can be found in the &amp;lt;b&amp;gt;&amp;lt;u&amp;gt;[[#GPKG_Time_Series_Format | GPKG Time Series Format]]&amp;lt;/u&amp;gt;&amp;lt;/b&amp;gt; section.&lt;br /&gt;
* &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Map_Outputs | Load Results - Map Outputs]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; to load in 2D map output results&lt;br /&gt;
* &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results | Load Results]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; to load all available results from the model. This includes .xmdf, .tpc, and .gpkg results which could all be available for a given model run. Note that .tpc and .gpkg are both time series type results and will load separate GIS _PLOT_ layers.&lt;br /&gt;
&lt;br /&gt;
== GPKG Time Series Format ==&lt;br /&gt;
The GPKG time series format is a new format similar to the .tpc with enhanced temporal functionality. Currently the GPKG time series format is only supported as an output from SWMM in TUFLOW-SWMM linked models and only supported in TUFLOW Plugin version 3.10+ and QGIS 3.16+.&amp;lt;Br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
The GPKG format is different from the TPC format as it supports temporal styling in QGIS. As an example, the line width of the channels can be varied by both time and flow, with wider lines showing higher flow than thinner lines at a particular timestep. The format is fully compatible with the QGIS temporal controller and reacts dynamically as the temporal controller is updated. This results in a dynamic, and intuitive, method of showing the user the flood progression in the 1D system. Another benefit of being compatible with the core QGIS temporal capabilities is that the styling will also be dynamically updated if included in an animation export. TUFLOW Viewer&#039;s animation export tool has been updated to enable GPKG results to be exported with 2D results or even by itself.&amp;lt;br&amp;gt; &lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
The layer&#039;s styling can be automatically set using the TUFLOW Plugin via the layer&#039;s right-click context menu (under the TUFLOW submenu) or will automatically by styled if the results are loaded via TUFLOW Viewer. Examples of this format in QGIS are linked below:&lt;br /&gt;
* &amp;lt;b&amp;gt;&amp;lt;u&amp;gt;[[Automatically_Styling_GPKG_Time_Series | Styling layers from the GPKG time series output]]&amp;lt;/u&amp;gt;&amp;lt;/b&amp;gt;&lt;br /&gt;
* &amp;lt;b&amp;gt;&amp;lt;u&amp;gt;[[TUFLOW_Viewer_-_Load_Results_-_GPKG_Time_Series | Loading results via TUFLOW Viewer]]&amp;lt;/u&amp;gt;&amp;lt;/b&amp;gt;&lt;br /&gt;
The GPKG time series format is an open format and the specification is detailed at the below link:&lt;br /&gt;
* &amp;lt;b&amp;gt;&amp;lt;u&amp;gt;[[GPKG_Time_Series_Format_Specification | GPKG Time Series Format Specification]]&amp;lt;/u&amp;gt;&amp;lt;/b&amp;gt;&lt;br /&gt;
&lt;br /&gt;
== Data Selection, Display and Styling==&lt;br /&gt;
===Map Output===&lt;br /&gt;
Map Outputs are the time varying 2D result outputs from TUFLOW (or 3D outputs from TUFLOW FV). Data selection, display, styling and plotting instructions for Map Output results in TUFLOW Viewer are described below:&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Load Map Output results either via:&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results | Load All Results]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;, or&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Map_Outputs | Load Results - Map Outputs]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; &lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Reload_Results | Reload Results]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Reload and update results&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Change_Result_Selection | Change Simulation Result Selection]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Changing between different simulation results is done by selecting the result name(s) in the &#039;Open Results&#039; widget.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Changing_Result_Type | Change Result Type Selection]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Changing between different result types is done using the &#039;Result Type&#039; widget.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Displaying_Maximum | Display Result Maximum]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; If available, maximums can be toggled on/off for the different result types.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Displaying_Vectors | Display Vectors]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Vector results can be displayed in combination with any of the scalar result types (e.g. velocity vectors can be displayed with depth).&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Styling_Scalar_Types | Style Scalar Map Outputs]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Styling scalar map output results is similar to styling raster layers in QGIS.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Styling_Vector_Types | Style Vector Map Outputs]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Similar to the styling the scalar map outputs, there are a range of options for styling the vector layers.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Saving_Default_Styles | Save Default Styles]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Users can save default styles for result types so they are automatically applied each time results are imported using TUFLOW Viewer.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Displaying_The_Mesh | Display The Mesh]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; The quickest way to toggle the mesh is to click the grid box in TUFLOW Viewer.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_3D_to_2D_Depth_Averaging_Method | 3D to 2D Depth Averaging]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; For 3D map output results, the 3D to 2D depth averaging method can be changed in the layer properties.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Toggling_Between_Output_Timesteps | Lock/Unlock Output Time Steps from Different Result Datasets]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Locking Plot Output Timesteps to the Map Output Interval.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Isodate_(Date-Time)_Format | Working With Isodate (Date-Time) Format]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; View results using absolute time format (dd/mm/yyyy hh:mm:ss) instead of relative time format (hh:mm:ss).&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Plotting_Time_Series | Map Output Plot - Plotting Time Series]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Plotting Map Output results.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Plotting_Cross-Sections_And_Longitudinal_Profiles | Map Output Plot - Plotting Cross-Sections and Longitudinal Profiles]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Plotting Map Output results.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Plotting_Flow | Map Output Plot - Plotting Flow]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Plotting Map Output results.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Curtain_Plot | Map Output Plot - 3D Curtain Plot]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Plotting Map Output results.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Vertical_Profile | Map Output Plot - 3D Vertical Profile]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Plotting Map Output results --&amp;gt; Plotting Map Output results.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_3D_to_2D_Depth_Averaged_Time_Series | Map Output Plot - Plotting 3D to 2D Depth Averaged Time Series]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Plotting Map Output results.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_3D_to_2D_Depth_Averaged_Cross-Sections | Map Output Plot - Plotting 3D to 2D Depth Averaged Cross-Sections]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Plotting Map Output results.&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Map_Outputs_-_Plotting_From_Vector_Layer | Map Output Plot - Plotting From Vector a Layer (e.g. shp file)]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; --&amp;gt; Plotting Map Output results.&lt;br /&gt;
&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[file: MapOutputs HeaderImg.PNG|650px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
===Time Series Output===&lt;br /&gt;
Time series outputs are typically 1D result outputs or 2D time series results (plot outputs or reporting locations). Time series results consist of two elements, the result datasets and GIS layers that the user can interact with to customise the plot selection in TUFLOW Viewer.&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Load time series output results either via:&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results | Load All Results]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;, or&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Time_Series | Load Results - Time Series]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; for TUFLOW models, or:&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Load_Results_-_Time_Series_FM | Load Results - Time Series Flood Modeller]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; for TUFLOW linked Flood Modeller 1D models.&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Time_Series_Outputs_GIS_Data | Time Series Output - GIS Data]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Time_Series_Outputs_-_Plotting_Time_Series | Time Series Output - Plotting Time Series]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Time_Series_Outputs_-_Plotting_Longitudinal_Profiles | Time Series Output - Plotting Longitudinal Profiles]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Showing_Selected_Elements_And_Selecting_Sub-Sets | Identifying Selected Elements and Selecting Sub-Sets]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Time_Series_Outputs_-_Plotting_1D_Cross-Section_Inputs | Plotting 1D Cross-Section Inputs (with / without results)]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Time_Series_Outputs_-_Plotting_1D_Hydraulic_Table_Check_Files | Plotting 1D Hydraulic Table Check Files]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Extracting_Median_And_Mean_Time_Series | Extracting Median and Mean Time Series - Australian Rainfall and Runoff]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Plotting_1D_Flow_Regime | Plotting 1D Flow Regime]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Import_2D_BC_Tables | Plotting 2D Boundary Condition Tables]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Toggling_Between_Output_Timesteps | Lock/Unlock Output Time Steps from Different Result Datasets]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Isodate_(Date-Time)_Format | Working With Isodate (Date-Time) Format]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; &lt;br /&gt;
&amp;lt;/ol&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
[[File: TimeSeries_HeaderImg.PNG|650px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
===Particle Tracking Output===&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Particle_Outputs | Particle Tracking Outputs]]&#039;&#039;&#039;&amp;lt;/u&amp;gt; &lt;br /&gt;
&amp;lt;li&amp;gt;&amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Isodate_(Date-Time)_Format | Working With Isodate (Date-Time) Format]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Toggling_Between_Output_Timesteps | Lock/Unlock Output Time Steps from Different Result Datasets]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
[[File: Particles HeaderImg.PNG|650px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==General Plot Display Options==&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Summary_of_Plotting_Toolbar | Summary of Plotting Toolbar Options]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Using_A_Secondary_Axis | Using a Secondary Axis]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Using_A_Date_Axis | Using a Date Axis]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Showing_The_Current_Time | Displaying the Current Time]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Customising_The_Plot_Legend | Customising The Legend]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Customising_The_Plotting_Styles | Customising The Plotting Styles]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Customising_The_Plot_Axes | Customising The Plot Axes]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Toggling_Plot_Grid_Lines | Plot Grid Line Display]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Importing_a_Custom_Colour_Ramp_For_The_Curtain_Plot | Importing a Custom Colour Ramp For The Curtain Plot]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Navigating_And_Querying_The_Plot | Navigating And Querying The Plot]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Auto_Update_Plot_From_Cursor_Location | Auto Update Plot From Cursor Location]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Viewing_The_Vertical_Mesh | 3D Mesh Vertical Layer Display]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Hiding_The_Plotting_Window | Hiding the Plot Window]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Customising_The_Plot_Background_Colour | Customising the Plot Background Colour]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Setting_The_Plot_Default_Font_Size | Setting the Default Font Size For the Plot]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Toggling_Between_Output_Timesteps | Lock/Unlock Output Time Steps from Different Result Datasets]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Changing_Icon_Size | Changing the Icon Size]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Summary_Of_Options | Settings Options]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
[[File: Plotting_HeaderImg.PNG | 650px ]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Exporting Data, Plots, Maps and Animations==&lt;br /&gt;
TUFLOW Viewer offers the ability to export data interegation points/lines, maps, plots and animations:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt; &lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Exporting_An_Animation | Exporting An Animation]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
: [[File: Animation_cover.gif]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Exporting_And_Copying_A_Plot | Exporting and Copying a Plot]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Exporting_The_Drawn_GIS_Plot_Features | Exporting The Drawn GIS Plot Points / Lines]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Batch_Exporting_Maps | Batch Exporting Maps]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; &amp;lt;u&amp;gt;&#039;&#039;&#039;[[TUFLOW_Viewer_-_Batch_Exporting_Plots | Batch Exporting Plots]]&#039;&#039;&#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
: [[File: Maps_Cover_Image.PNG | 550px]]&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Python Error Troubleshooting =&lt;br /&gt;
Occasionally the TUFLOW plugin will throw an exception and this will produce a &#039;&#039;&#039;Python Error&#039;&#039;&#039; which is displayed either as a yellow banner at the top of the map window or a window may appear stating than an &#039;Error has occurred while executing Python code&#039;.&amp;lt;br&amp;gt;&lt;br /&gt;
[[File: PythonError.PNG]]&amp;lt;br&amp;gt;&lt;br /&gt;
When this occurs it means that the TUFLOW plugin has encountered something unusual or a situation that it does not know how to handle (i.e. it has reached a line in the code that has failed to execute and as a consequence Python has bailed out). This means all the code below this point that was meant to execute has not. This can have knock-on consequences as variables may not exist or be set to incorrect values and signal handling (e.g. what happens when a menu item is clicked) may be broken. As such, a python error can lead to further python errors that would normally not have occurred. Because of this flow-on effect the first python error is usually the most important.&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
If you encounter a python error please:&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Email the &#039;&#039;&#039;Stack Trace&#039;&#039;&#039; to &amp;lt;u&amp;gt;[mailto:support@tuflow.com support@tuflow.com]&amp;lt;/u&amp;gt; with a description of the steps that produced the python error (as best you can describe it). This is to help us identify bugs and fix the plugin so that it catches this exception in the future.&lt;br /&gt;
&amp;lt;li&amp;gt; If you find that you are now experiencing further python errors (probably caused by the initial error) you can try the following alternative in order of severity (least to worst):&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; On the TUFLOW Viewer menu bar &#039;&#039;&#039;File &amp;gt;&amp;gt; Reload TUFLOW Viewer&#039;&#039;&#039; - this will reload TUFLOW Viewer, resetting all variables and signals. You will be required to load in any time series results again and other settings may also be reset. Map output results will remain in the workspace and be reloaded into TUFLOW Viewer.&lt;br /&gt;
&amp;lt;li&amp;gt; Save the QGIS workspace (.qgz) and restart QGIS.&lt;br /&gt;
&amp;lt;li&amp;gt; Restart QGIS - you can save the workspace (.qgz), however you should first select on the TUFLOW Viewer menu bar &#039;&#039;&#039;File &amp;gt;&amp;gt; Close TUFLOW Viewer Completely&#039;&#039;&#039; - this will close the Viewer and also remove all settings associated with it from the workspace so that the problematic variable is not accidentally reloaded with the workspace.&lt;br /&gt;
&amp;lt;li&amp;gt; The last resort option is to restart QGIS and load and create a new workspace from scratch (do not load a saved workspace).&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_QGIS_Plugin#Usage| Back to TUFLOW QGIS Plugin Main Page]]&lt;br /&gt;
}}&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[Main_Page| Back to Wiki Main Page]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Tutorial_M01&amp;diff=38544</id>
		<title>Tutorial M01</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Tutorial_M01&amp;diff=38544"/>
		<updated>2024-02-20T05:53:59Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Running the Simulation */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;= Introduction = &lt;br /&gt;
Read the &amp;lt;u&amp;gt;[[Tutorial_Introduction | Tutorial Model Introduction]]&amp;lt;/u&amp;gt; before starting this tutorial. It outlines programs requiring installation and provides the tutorial dataset download link.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
In this module, a fully two-dimensional (2D) model is built with a number of TUFLOW control files and Geographic Information System (GIS) layers.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The TUFLOW control files are:&amp;lt;br&amp;gt;&lt;br /&gt;
:* TUFLOW Simulation Control File (TCF)&lt;br /&gt;
:* TUFLOW Geometry Control File (TGC)&lt;br /&gt;
:* TUFLOW Boundary Control File (TBC)&lt;br /&gt;
:* TUFLOW Boundary Condition Database (bc_dbase)&lt;br /&gt;
:* TUFLOW Materials File (materials)&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The GIS layers are:&amp;lt;br&amp;gt;&lt;br /&gt;
:*TGC layers:&lt;br /&gt;
&amp;lt;ol&amp;gt;&amp;lt;ol&amp;gt;&amp;lt;li&amp;gt; 2d_loc: A layer defining the origin and orientation of the 2D grid. &lt;br /&gt;
&amp;lt;li&amp;gt; 2d_code: A layer containing polygons that define the cell codes (active or inactive status).&lt;br /&gt;
&amp;lt;li&amp;gt; *.tif: A DEM dataset defining the ground elevations within the 2D study area.&lt;br /&gt;
&amp;lt;li&amp;gt; 2d_mat: A layer defining the land-use (material) types within the 2D study area.&amp;lt;/ol&amp;gt;&amp;lt;/ol&amp;gt;&lt;br /&gt;
:*TBC layers:&lt;br /&gt;
&amp;lt;ol&amp;gt;&amp;lt;ol&amp;gt;&amp;lt;li&amp;gt; 2d_bc: A layer defining the locations of external 2D boundaries.&lt;br /&gt;
&amp;lt;li&amp;gt; 2d_sa: A layer to define internal 2D flow boundaries.&lt;br /&gt;
&amp;lt;/ol&amp;gt;&amp;lt;/ol&amp;gt;&lt;br /&gt;
:*TCF layers:&lt;br /&gt;
&amp;lt;ol&amp;gt;&amp;lt;ol&amp;gt;&amp;lt;li&amp;gt;2d_po: A time series data output from 2D domains, for a range of hydraulic parameters.&lt;br /&gt;
&amp;lt;/ol&amp;gt;&amp;lt;/ol&amp;gt;&lt;br /&gt;
This tutorial is setup with shapefiles (SHP) and geopackage (GPKG) layers. For more information on these formats, see TUFLOW Manual.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Project Initialisation = &lt;br /&gt;
TUFLOW models are separated into a series of folders which contain the input and output files. The recommended set up for the model directory and sub-folders is shown below. For a more detailed description, see the Folders and File Types Section of the &amp;lt;u&amp;gt;[https://downloads.tuflow.com/_archive/TUFLOW/Releases/2018-03/TUFLOW%20Manual.2018-03.pdf 2018 TUFLOW Manual]&amp;lt;/u&amp;gt;. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
[[File:Tute M01 Directory Structure v3.png|left]]&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Sub-Folder&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10%| Input / Output&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=75%| Description&lt;br /&gt;
|-&lt;br /&gt;
| bc_dbase|| Input || Boundary condition database(s) and input time-series data.&lt;br /&gt;
|-&lt;br /&gt;
| check|| Output || GIS and other check files to carry out quality control checks (use Write Check Files).&lt;br /&gt;
|-&lt;br /&gt;
| model|| Input ||Geometry (TGC), Boundary (TBC) and other model control text files (i.e. no GIS files).&lt;br /&gt;
|-&lt;br /&gt;
| model\gis|| Input || GIS layers that are inputs to the 2D and 1D model domains are contained within this folder, model\gis is typically used for all QGIS and ArcGIS files.&lt;br /&gt;
|-&lt;br /&gt;
| model\mi|| Input || GIS layers that are inputs to the 2D and 1D model domains are contained within this folder, model\mi is typically used for MapInfo formatted GIS files.&lt;br /&gt;
|-&lt;br /&gt;
| results|| Output|| TUFLOW outputs the results to this folder in specified formats.&lt;br /&gt;
|-&lt;br /&gt;
| runs|| Input|| TUFLOW Control Files (TCF).&lt;br /&gt;
|-&lt;br /&gt;
| runs\log|| Output || TUFLOW log files (TLF) and messages layers.&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
The TUFLOW folders can be set up manually, automatically running TUFLOW model with &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; Write Empty GIS Files &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; command or automatically through GIS programs:&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Configure_TUFLOW_Project_QGIS | QGIS - SHP]]&amp;lt;/u&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Configure_TUFLOW_Project_QGIS_GPKG | QGIS - GPKG]]&amp;lt;/u&amp;gt;&lt;br /&gt;
:*SMS - the folder structure listed above is automatically created before running the model using the &#039;Export TUFLOW files&#039; command (see &amp;lt;u&amp;gt; [[Run TUFLOW from within SMS | Run TUFLOW from within SMS]])&amp;lt;/u&amp;gt;.&lt;br /&gt;
:*ArcMap (10.1 and newer) - the ArcTUFLOW Toolbox can be used to automatically create the model folders, model projection, TUFLOW control files and run TUFLOW to create the template files.&lt;br /&gt;
&lt;br /&gt;
The following points on TUFLOW folders and filenames are worth noting: &lt;br /&gt;
:*TUFLOW accepts any folder structure, though the above listed format is most commonly used and is recommended. &amp;lt;br&amp;gt;&lt;br /&gt;
:*TUFLOW accepts spaces and special characters (such as ! or #) in filenames and paths, but other software may not. It is recommended that spaces and other special characters are not used in the simulation path and filenames. &amp;lt;br&amp;gt;&lt;br /&gt;
:*Folder paths, filenames, file extensions and TUFLOW commands are not case sensitive in any TUFLOW control files. &amp;lt;br&amp;gt;&lt;br /&gt;
:*Any directories that don&#039;t apply can be omitted, for example, if using QGIS or ArcMap the model\mi directory is not required. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Model Familiarisation=&lt;br /&gt;
Become familiar with the model location, using an aerial image and DEM:&amp;lt;br&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_Site_Familiarisation_QGIS | QGIS]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= TUFLOW Geometry Control File (TGC) =&lt;br /&gt;
The TGC file is a series of commands that build the geometry model. At its minimum, the TGC contains:&lt;br /&gt;
:*Information on the size and orientation of the grid;&lt;br /&gt;
:*Grid cell codes (whether cells are active or inactive);&lt;br /&gt;
:*Bed / ground elevations; and&lt;br /&gt;
:*Bed material type or flow resistance value.&lt;br /&gt;
&lt;br /&gt;
Commands in the TGC file are applied in sequential order; the order (layering) of these commands is critical. The last occurrence of a command prevails, it is possible to override previous information with new data to modify the model in selected areas. This is useful but is also something to be aware of as to not override commands by mistake. &lt;br /&gt;
&lt;br /&gt;
=== 2D Domain ===&lt;br /&gt;
Grid formats currently supported by TUFLOW include the ESRI ASCII grid format (.asc), binary grids (.flt) and geodetic grids (.tif). The Digital Elevation Model (DEM) is provided in .tif format. &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
Defining the location and orientation of the TUFLOW 2D domain can be undertaken using four different methods: &amp;lt;br&amp;gt;&lt;br /&gt;
:*Specifying origin coordinates and a second set of coordinates for a point along the X-axis of the domain; &amp;lt;br&amp;gt;&lt;br /&gt;
:*Specifying the origin coordinate and domain orientation angle; &amp;lt;br&amp;gt;&lt;br /&gt;
:*Digitising a line (2d_loc) to represent the bottom edge of the 2D domain (with the line starting at the origin and finishing at a secondary location along the X-axis); or &amp;lt;br&amp;gt;&lt;br /&gt;
:*Digitising location polygon. &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The first method is covered in this tutorial as it is required to use a licence-free version of TUFLOW. The third method is the most commonly used. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Create a new text file called &#039;&#039;&#039;M01_001.tgc&#039;&#039;&#039; and save it in &#039;&#039;&#039;Module_01\TUFLOW\model&#039;&#039;&#039; folder. Notice the use of ‘001’ for numbering. This is part of a naming convention, allowing for the iteration of both GIS and TUFLOW control files. This way allows files to be recognised from a specific run and also reverted back to a working iteration in model development. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Open the created &#039;&#039;&#039;M01_001.tgc&#039;&#039;&#039; in a text editor and specify the location and dimensions of the TUFLOW domain (rectangular computational area) and the cell size: &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Origin &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;292725, 6177615&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Bottom left corner (origin) of the 2D grid&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Orientation &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;293580, 6177415&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Point along the X-axis determining the orientation of the 2D grid &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Cell Size &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;5&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! 2D cell size in metres&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Grid Size (X,Y) &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;850, 1000&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! 2D grid extent dimensions in metres&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=== Active and Inactive Areas of the 2D Domain ===&lt;br /&gt;
By default, every grid cell in a TUFLOW model is set as active and TUFLOW allows water to flow anywhere within the extents of the 2D domain. It is rare for a catchment to be a perfect rectangle. To reduce output file sizes and run times, permanently dry areas can be removed from the model. This can be an iterative process (i.e. run the model initially and refine). For the purpose of the tutorial a polygon is provided to define the active area. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Set all 2D cells within the model domain rectangle to inactive by adding the following command to the TGC file:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Set Code &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;0&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets all cells to inactive&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Define active areas: &amp;lt;br&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Define_Active_Area_QGIS | QGIS - SHP]]&amp;lt;/u&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Define_Active_Area_QGIS_GPKG | QGIS - GPKG]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Set all cells within the code polygon to active. The command needs to be written after the &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; Set Code &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;0 &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; command to overwrite the inactive cells within the polygon: &amp;lt;br&amp;gt; &lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - SHP&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS Code &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;gis\2d_code_M01_001_R.shp&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets cell codes according to attributes in the GIS layer&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - GPKG&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS Code &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;2d_code_M01_001_R&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets cell codes according to attributes in the GIS layer&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
Note: As mentioned, the order of commands in the TGC is critical. The final cell value (such as for code, elevation or material) is specified by the file lowest in the TGC. Consider the above two commands to set active and inactive cells, if the &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS Code &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; was written before the &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Set Code &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; command, all the cells within the code polygon would be first set to active and then overwritten to be all inactive, no hydraulic simulation could occur.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=== Topography ===&lt;br /&gt;
The points that assign elevations at each 2D cell centre, mid-side and corner are called Zpts. For a description on the computational function of each of the Zpts in a TUFLOW cell, see &amp;lt;u&amp;gt;[https://wiki.tuflow.com/index.php?title=Zpt_Description  Zpt Description]&amp;lt;/u&amp;gt;. &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
A DEM is used to assign elevations to the Zpts: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Copy the DEM (&#039;&#039;&#039;DEM.tif&#039;&#039;&#039;) from the &#039;&#039;&#039;DEM&#039;&#039;&#039; folder into a new &#039;&#039;&#039;Module_01\TUFLOW\model\grid&#039;&#039;&#039; folder.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Set a global elevation for the Zpts by adding the following line to the TGC file:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Set Zpts &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 100&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets every 2D elevation zpt to 100 metres&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Assign elevations to the Zpts from the DEM. The command needs to be written after the &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; Set Zpts &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;100 &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; command to overwrite global Zpts where the DEM data are available: &amp;lt;br&amp;gt; &lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GRID Zpts &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; grid\DEM.tif&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Assigns the elevation of zpts from the grid&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
Note: The above data layering technique is common. After the first simulation, it is a good modelling practice to review the check files to confirm the topography in the model is as expected. Searching for a value of &#039;100&#039; is an easy way to identify if there are any gaps in the DEM dataset that were not expected (these should be fixed). &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=== Materials ===&lt;br /&gt;
Surface roughness or bed resistance values (e.g. Manning’s n) are assigned to material IDs. In order for TUFLOW to associate the Manning’s n to the Material ID, a TUFLOW materials file is required.  This can be either a text file format .tmf, or a .csv file. This tutorial model utilises the csv format.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Copy the &#039;&#039;&#039;materials.csv&#039;&#039;&#039; file from the &#039;&#039;&#039;Module_01\Tutorial_Data&#039;&#039;&#039; folder into the &#039;&#039;&#039;Module_01\TUFLOW\model&#039;&#039;&#039; folder. As a minimum this file must contain two columns; the first being the Material ID (as specified in the GIS layer), and the second being the Manning’s n.  Additional data such as loss parameters and depth varying Manning&#039;s n values (applicable for direct rainfall modelling) are covered in later modules. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Materials 02.png]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Set a global material ID for all cells by adding the following line to the TGC file:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Set Mat &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;1&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets all cells to a material ID of 1&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Define spatial material definition:&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Materials_QGIS | QGIS - SHP]]&amp;lt;/u&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Materials_QGIS_GPKG | QGIS - GPKG]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Assign materials from the GIS layer to overwrite the global material at all cells that fall within the material polygons: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - SHP&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS Mat &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;gis\2d_mat_M01_001_R.shp&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets material values according to attributes in the GIS layer&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - GPKG&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS Mat &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;2d_mat_M01_001_R&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets material values according to attributes in the GIS layer&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Save the TGC file.&lt;br /&gt;
&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
Note: As discussed in the previous sections, the order (layering) of these commands is important.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= TUFLOW Boundary Control File (TBC) =&lt;br /&gt;
In this step the TBC and Boundary Condition Database (bc_dbase) are introduced. The TBC file contains information regarding the location of boundary conditions and internal links within the model. These include, but are not limited to: &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
:*Upstream and downstream flow boundaries &amp;lt;br&amp;gt;&lt;br /&gt;
:*Downstream water level boundaries &amp;lt;br&amp;gt;&lt;br /&gt;
:*Water sources &amp;lt;br&amp;gt;&lt;br /&gt;
:*Direct rainfall&lt;br /&gt;
:*Infiltration &amp;lt;br&amp;gt;&lt;br /&gt;
:*1D/2D links &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=== Spatial Definition of Boundary Conditions ===&lt;br /&gt;
The following upstream and downstream boundaries are used in this tutorial: &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
:*A flow vs time (QT) boundary and a source-area (SA) boundary is used for the inflows. &amp;lt;br&amp;gt;&lt;br /&gt;
:*A stage vs discharge (HQ) boundary is used for the outflow. &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
Set up boundary condition layers: &amp;lt;br&amp;gt; &lt;br /&gt;
&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Boundary_Conditions_QGIS | QGIS - SHP]]&amp;lt;/u&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Boundary_Conditions_QGIS_GPKG | QGIS - GPKG]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=== TUFLOW Boundary Control File (TBC) ===&lt;br /&gt;
The boundary condition layers are read into TUFLOW in a new text file, the TBC. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Create a new text file and save as &#039;&#039;&#039;M01_001.tbc&#039;&#039;&#039; in the &#039;&#039;&#039;Module_01\TUFLOW\model&#039;&#039;&#039; folder. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Open the file in a text editor and add the boundary conditions: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - SHP&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS BC &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;gis\2d_bc_M01_001_L.shp&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reads in 2D boundaries&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS SA &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;gis\2d_sa_M01_001_R.shp&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reads in 2D source area boundaries&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - GPKG&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS BC &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;2d_bc_M01_001_L&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reads in 2D boundaries&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS SA &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;2d_sa_M01_001_R&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reads in 2D source area boundaries&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Save the TBC.&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= TUFLOW Boundary Condition Database (bc_dbase) =&lt;br /&gt;
The bc_dbase is a comma delimited file with .csv extension. It can be opened in any spreadsheet software or a text editor.&amp;lt;br&amp;gt;&lt;br /&gt;
A hydrograph is associated with all of the upstream boundaries:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Open the template bc database &#039;&#039;&#039;TUFLOW Tutorial Model BC Database.xlsx&#039;&#039;&#039; from the &#039;&#039;&#039;Module_01\Tutorial_Data&#039;&#039;&#039; folder. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;There are two sheets in the file, &#039;bc_dbase&#039; and &#039;01p2hr&#039;. Complete the bc_dbase worksheet: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Enter the name of the first upstream boundary condition under the &#039;Name&#039; heading. The name must appear exactly as it does in the boundary condition layer, (i.e. FC01). &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Enter the text &#039;01p2hr.csv&#039; under the &#039;Source&#039; heading. It is a source file for TUFLOW to extract the timeseries data. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Enter the text &#039;time&#039; and &#039;inflow_FC01&#039; under the &#039;Column 1&#039; and &#039;Column 2&#039; heading. These correspond to the data headers in the source timeseries file. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Repeat the above process for all of the boundary conditions (i.e. FC02, FC04, FC05, FC06 and FC07). Note, FC02 is used in a later tutorial and Columns E to I are to remain black. The final bc_dbase should show as below: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:M01 bc dbase 003.png]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Switch to the &#039;01p2hr&#039; sheet, and review the provided hydrographs. Note: the &#039;Inflow_FC02&#039; hydrograph is not used in this tutorial. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:M01 100y2hr 002.png]] &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Save both of the sheets in a csv format that TUFLOW can read. In the &#039;&#039;&#039;Module_01\TUFLOW\bc_dbase&#039;&#039;&#039; directory, there should be two new files, &#039;&#039;&#039;bc_dbase.csv&#039;&#039;&#039; and &#039;&#039;&#039;01p2hr.csv&#039;&#039;&#039;. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= 2D Time Series Plot Output =&lt;br /&gt;
The 2D plot output (2d_po) objects allow for a wide range of hydraulic parameters to be output from the 2D domain as time series data at predefined locations. &amp;lt;br&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Time_Series_Plot_Output_QGIS | QGIS - SHP]]&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Time_Series_Plot_Output_QGIS_GPKG | QGIS - GPKG]]&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= TUFLOW Control File (TCF) =&lt;br /&gt;
The TCF file references all the control files, specifies time and output controls. This is the last step before running the simulation.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Create a new text file and save as &#039;&#039;&#039;M01_5m_001.tcf&#039;&#039;&#039; in the &#039;&#039;&#039;Module_01\TUFLOW\runs&#039;&#039;&#039; folder. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Open the file in a text editor and add the following commands: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - SHP&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! MODEL INITIALISATION&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Tutorial Model &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ON&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Required command to run this tutorial model licence free &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;GIS Format &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; SHP&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Specify SHP as the output format for all GIS files&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;SHP Projection &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\model\gis\Projection.prj &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets the GIS projection for the TUFLOW Model&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;TIF Projection &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\model\grid\DEM.tif &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets the GIS projection for the output grid files&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! Write Empty GIS Files == ..\model\gis\empty  ! Creates template GIS layers, commented out as files were already created&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - GPKG&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! MODEL INITIALISATION&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Spatial Database &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\model\gis\M01_001.gpkg   &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ! Specify the location of the GeoPackage Spatial Database &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Tutorial Model &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ON&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Required command to run this tutorial model licence free &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;GIS Format &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; GPKG&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Specify GPKG as the output format for all GIS files&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;GPKG Projection &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\model\gis\Projection.gpkg &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets the GIS projection for the TUFLOW Model&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;TIF Projection &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\model\grid\DEM.tif &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets the GIS projection for the output grid files&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! Write Empty GIS Files == ..\model\gis\empty  ! Creates template GIS layers, commented out as files were already created&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Define the solution scheme and specify Sub-Grid Sampling (SGS) commands: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! SOLUTION SCHEME&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Solution Scheme &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; HPC&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Heavily Parallelised Compute, uses adaptive timestepping&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Hardware &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; GPU&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Comment out if GPU card is not available or replace with &amp;quot;Hardware == CPU&amp;quot; &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;SGS &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ON&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Switches on Sub-Grid Sampling&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;SGS Sample Target Distance&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 0.5&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Sets SGS Sample Target Distance to 0.5m&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
For information on SGS, see Section 3.2 of the latest &amp;lt;u&amp;gt;[https://downloads.tuflow.com/TUFLOW/Releases/2020-10/TUFLOW%20Release%20Notes.2020-10-AD.pdf Release Notes])&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;li&amp;gt; Update the model inputs section. These commands reference the TGC, TBC, bc_dbase and materials file created in the above steps:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! MODEL INPUTS&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Geometry Control File &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;..\model\M01_001.tgc&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reference the TUFLOW Geometry Control File&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;BC Control File &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\model\M01_001.tbc&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reference the TUFLOW Boundary Conditions Control File&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;BC Database &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\bc_dbase\bc_dbase.csv&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reference the Boundary Conditions Database&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read Materials File &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;..\model\materials.csv&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reference the Materials Definition File&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;li&amp;gt;Add the following time control commands: &amp;lt;br&amp;gt; &lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! TIME CONTROL&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Timestep &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 1&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Specifies the first 2D computational timestep of 1 second&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Start Time &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 0&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Specifies a simulation start time of 0 hours&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;End Time &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 3&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Specifies a simulation end time of 3 hours&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;li&amp;gt;Add the following output folder commands: &amp;lt;br&amp;gt; &lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! OUTPUT FOLDERS&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Log Folder &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; log&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Location of the log output files (e.g. .tlf and _messages files)&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Output Folder &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\results\&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Location of the 2D output files and prefixes them with the .tcf filename&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Write Check Files &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\check\&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Location of the 2D check files and prefixes them with the .tcf filename&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;li&amp;gt;Add the following output settings commands: &amp;lt;br&amp;gt; &lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! OUTPUT SETTINGS&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Map Output Format &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; XMDF TIF&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Result file types&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Map Output Data Types &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; h V d dt&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Outputs water levels, velocities, depths, minimum timestep&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Map Output Interval &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 300&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Outputs map data every 300 seconds (5 minutes)&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;TIF Map Output Interval &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 0&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Outputs only maximums for grids&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;li&amp;gt;Reference the 2d_po layers. When reading in time-series layers, such as 2d_po files, its necessary to use a &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Time Series Output Interval &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; command. This command specifies the output interval in seconds for the time-series based output: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - SHP&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! TIME SERIES PLOT OUTPUT&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS PO &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\model\gis\2d_po_M01_001_L.shp&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reads in plot output line&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS PO &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; ..\model\gis\2d_po_M01_001_P.shp&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reads in plot output point&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Time Series Output Interval &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 60&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Outputs time series data every 60 seconds&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;u&amp;gt;&#039;&#039;&#039;QGIS - GPKG&#039;&#039;&#039;&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;! TIME SERIES PLOT OUTPUT&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS PO &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 2d_po_M01_001_L&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reads in plot output line&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Read GIS PO &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 2d_po_M01_001_P&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Reads in plot output point&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Time Series Output Interval &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; 60&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;green&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;  ! Outputs time series data every 60 seconds&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Save the TCF file. The TUFLOW simulation is ready to be run for the first time.&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
The comments (following the exclamation marks) are not required and these commands are generally self explanatory. For this tutorial model they are included to clarify the purpose of each line. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Running the Simulation =&lt;br /&gt;
Set up a simple batch file (.bat) to run TUFLOW. This approach calls the TUFLOW executable file (.exe) and runs the TCF file.&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Create a new text file in the &#039;&#039;&#039;Module_01\TUFLOW\runs&#039;&#039;&#039; folder and save as &#039;&#039;&#039;_run_M01_HPC.bat&#039;&#039;&#039;. &lt;br /&gt;
&amp;lt;li&amp;gt;Open the &#039;&#039;&#039;_run_M01_HPC.bat&#039;&#039;&#039; in a text editor and include a file path to the executable from the &#039;&#039;&#039;exe\2023-03-AA&#039;&#039;&#039; folder and the TCF name: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;&amp;quot;..\..\..\exe\2023-03-AA\TUFLOW_iSP_w64.exe&amp;quot; M01_5m_001.tcf&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
Note: A relative path is used for the executable and the TCF, a full file path can also be used.&lt;br /&gt;
&amp;lt;li&amp;gt;Save the batch file and double click it in file explorer to run the simulation. &lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
This opens the TUFLOW DOS console window and the simulation begins running. The simulation usually takes a few minutes to process (depending on the computer hardware). While the model is running, it is a good practise to fill out a modelling log. It includes developer notes keeping a record of TUFLOW simulations and changes from one version to the next, for more information see &amp;lt;u&amp;gt;[https://wiki.tuflow.com/index.php?title=TUFLOW_Modelling_Log here]&amp;lt;/u&amp;gt;. A template is included in the &#039;&#039;&#039;Module_01\Tutorial_Data&#039;&#039;&#039; folder.&amp;lt;br&amp;gt;&lt;br /&gt;
If the simulation is successful, the console window should look like the image below.&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Simulation_Finished_a.png]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Troubleshooting = &lt;br /&gt;
See tips on common mistakes and troubleshooting steps if the model doesn&#039;t run:&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_Troubleshooting_QGIS | QGIS]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Check Files =&lt;br /&gt;
TUFLOW writes a series of check files during the model initialisation process when the &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Write Check Files &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; command is specified in the TCF. The files are either in a tabular form (.csv), GIS Vector format (.gpkg, .shp, .mif) or GIS Raster format (.tif, .flt, .asc) and contain information on the input data processed by TUFLOW.&amp;lt;br&amp;gt;&lt;br /&gt;
While the model is running, review the added features are specified correctly: &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Check_Files_QGIS | QGIS - SHP]]&amp;lt;/u&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Check_Files_QGIS_GPKG | QGIS - GPKG]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Results=&lt;br /&gt;
Two map output formats specified for this tutorial:&lt;br /&gt;
:*TIF - Grid based output format writing map output data types separately&lt;br /&gt;
:*XMDF - Mesh based output format containing all map output data types in a single file&lt;br /&gt;
When the model is finished, review the results: &amp;lt;br&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01_Results_QGIS | QGIS]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Reviewing Model Performance =&lt;br /&gt;
There are a number of useful outputs from TUFLOW for reviewing the model performance.&amp;lt;br&amp;gt;&lt;br /&gt;
=== TUFLOW Log File ===&lt;br /&gt;
The first place to look is in the TUFLOW Log File (TLF). The &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Log Folder &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;black&amp;quot;&amp;gt;&amp;lt;tt&amp;gt; log&amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; command in the TCF controls where the log file is written. &amp;lt;br&amp;gt;&lt;br /&gt;
Navigate to the &#039;&#039;&#039;Module_01\TUFLOW\runs\log&#039;&#039;&#039; folder and open the &#039;&#039;&#039;M01_5m_001.tlf&#039;&#039;&#039; file in a text editor. Scroll down to the bottom to &#039;Simulation Summary&#039;. This includes information about the computation time, messages, volume calculations and mass error. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Simulation_Summary_02a.PNG]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=== HPC TUFLOW Log File ===&lt;br /&gt;
As the model is using the HPC solution scheme, there is a second log file automatically written from the same command. Navigate to the &#039;&#039;&#039;Module_01\TUFLOW\runs\log&#039;&#039;&#039; folder and open the &#039;&#039;&#039;M01_5m_001.hpc.tlf&#039;&#039;&#039; file. The HPC solution scheme, by default, uses adaptive timestepping to progress through the simulation. The timestep is adjusted so it complies with the mathematical stability criteria of a 2D SWE explicit solution. This is controlled by three control numbers, further information is provided &amp;lt;u&amp;gt;[https://wiki.tuflow.com/index.php?title=HPC_Adaptive_Timestepping  here]&amp;lt;/u&amp;gt;. &amp;lt;br&amp;gt;&lt;br /&gt;
Scroll down the &#039;&#039;&#039;hpc.tlf&#039;&#039;&#039; to &#039;iStep&#039;. This is the point at which the model successfully compiled and began running. The three HPC control numbers are listed in the columns after time. Then the number of wet cells, the volume of water, the dt (minimum timestep) and the efficiency of the solver. As the model starts to gain wet cells dt drops, but should eventually stabilise. Similarly, model efficiency should increase as the model progresses.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
[[File:Simulation HPC.PNG]]&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=== Other Model Performance Indicators ===&lt;br /&gt;
For more information on how to review HPC models, see &amp;lt;u&amp;gt;[[HPC_Model_Review | HPC Model Review]]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Conclusion = &lt;br /&gt;
:*Simple 2D TUFLOW model was created with required GIS and text based inputs.&lt;br /&gt;
:*Check files were used to review the model setup.&lt;br /&gt;
:*Results were visualised and the performance of the model reviewed. &amp;lt;br&amp;gt; &lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
= Increasing Model Resolution (Optional) =&lt;br /&gt;
This section includes an optional exercise to reduce the cell size from 5m to 2.5m. Consider the impact this has on the model results and the runtime.&amp;lt;br&amp;gt;&lt;br /&gt;
To reduce the cell size in the model: &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Save the TUFLOW control file &#039;&#039;&#039;M01_5m_001.tcf&#039;&#039;&#039; as &#039;&#039;&#039;M01_2.5m_001.tcf&#039;&#039;&#039;. &lt;br /&gt;
&amp;lt;li&amp;gt;Save the geometry control file &#039;&#039;&#039;M01_001.tgc&#039;&#039;&#039; as &#039;&#039;&#039;M01_2.5m_001.tgc&#039;&#039;&#039;. &lt;br /&gt;
&amp;lt;li&amp;gt;Modify the cell size in the geometry control file to &#039;2.5&#039; meters.&lt;br /&gt;
&amp;lt;li&amp;gt;In the TCF, update the reference to the new TGC.&lt;br /&gt;
&amp;lt;li&amp;gt;Update the batch file with the updated TCF file and run the simulation. &lt;br /&gt;
&amp;lt;br&amp;gt;&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[Tutorial_Introduction| Back to Tutorial Introduction Main Page]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=New_User_Guide_Free_Demo_Version&amp;diff=38000</id>
		<title>New User Guide Free Demo Version</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=New_User_Guide_Free_Demo_Version&amp;diff=38000"/>
		<updated>2024-02-07T07:02:47Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This section is relevant for people who are trialling  TUFLOW without a licence. Please refer to the &amp;lt;u&amp;gt;[[New_User_Guide_Local_Licences|Local Licence New User Guide]]&amp;lt;/u&amp;gt;, &amp;lt;u&amp;gt;[[New_User_Guide_Network_Licences|Network Licence New User Guide]]&amp;lt;/u&amp;gt; or &amp;lt;u&amp;gt;[[New_User_Guide_Cloud_Licences|Cloud Licence New User Guide]]&amp;lt;/u&amp;gt;  pages if you have a licence.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Download the latest executable and manual from the Downloads page of the &amp;lt;u&amp;gt;[https://www.tuflow.com/downloads/ TUFLOW website]&amp;lt;/u&amp;gt;. TUFLOW doesn&#039;t require installation, the software only needs to be saved on the modelling machine.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; You are now ready to start TUFLOW modelling (TUFLOW currently only runs on Windows). There are multiple options available to help you learn TUFLOW:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Free TUFLOW eLearning courses. &amp;lt;br&amp;gt;&lt;br /&gt;
These courses are hosted online 24/7. They includes step by step lessons comprising of a combination of written notes, background content videos, demonstration videos and hands-on exercises:&amp;lt;br&amp;gt;&lt;br /&gt;
* &amp;lt;u&amp;gt;[https://www.tuflow.com/training/training-catalogue/tt001e-introduction-to-qgis-for-tuflow-elearning/ TT001E: Introduction to QGIS for TUFLOW]&amp;lt;/u&amp;gt;&lt;br /&gt;
* &amp;lt;u&amp;gt;[https://www.tuflow.com/training/training-catalogue/tt102e-introduction-to-2d-modelling-elearning/ TT102E: Introduction to 2D Modelling]&amp;lt;/u&amp;gt; &lt;br /&gt;
Other paid eLearning courses are also available via the &amp;lt;u&amp;gt;[https://www.tuflow.com/training/training-catalogue/ TUFLOW Training Course Catalogue]&amp;lt;/u&amp;gt; &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Free &amp;lt;u&amp;gt;[[Tutorial_Introduction | TUFLOW Wiki Self-teach Tutorials]]&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Free &amp;lt;u&amp;gt;[[TUFLOW_Example_Models | Example Models]]&amp;lt;/u&amp;gt;  &amp;lt;br&amp;gt;&lt;br /&gt;
This database includes over 60 example models demonstrating the most commonly used TUFLOW features. Use these models to learn how to implement features not included in the TUFLOW eLearning or Wiki Tutorials. &lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; After gaining an understanding of TUFLOW through the eLearning and/or tutorial models you may be interested in developing some of your own models for testing. A free Demo option is included within the standard TUFLOW executable. The free Demo version is fully enabled, though has the following limits:&lt;br /&gt;
:*100,000 total cells and 30,000 active (potentially flooded) cells &lt;br /&gt;
:*100 1D channels&lt;br /&gt;
:*There can only be one CPU 2D domain (M2D is not supported). HPC Quadtree is supported. &lt;br /&gt;
:*A simulation time of 10 minutes.  &lt;br /&gt;
The free Demo mode is called using the TUFLOW Control File (TCF) command: &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;Demo Model &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt; &amp;lt;font color=&amp;quot;red&amp;quot;&amp;gt;&amp;lt;tt&amp;gt;== &amp;lt;/tt&amp;gt;&amp;lt;/font&amp;gt;&amp;lt;tt&amp;gt;ON&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Run TUFLOW using the options listed in the Running TUFLOW section of the Wiki:&amp;lt;br&amp;gt;&lt;br /&gt;
:* &amp;lt;u&amp;gt;[[Running_TUFLOW | TUFLOW Run Options ]]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Other resources that may be useful include:&amp;lt;br&amp;gt;&lt;br /&gt;
:*Other useful information in the Wiki. In particular new users often find the &amp;lt;u&amp;gt;[[Main_Page | Tips and Tricks]]&amp;lt;/u&amp;gt; section of the homepage and the &amp;lt;u&amp;gt;[[TUFLOW_Modelling_Guidance | Modelling Guidance]]&amp;lt;/u&amp;gt; sections useful. &lt;br /&gt;
:*If you&#039;re interested in becoming a part of the TUFLOW User Community please join the &amp;lt;u&amp;gt;[http://www.linkedin.com/groups/1908583  TUFLOW LinkedIn User Group]&amp;lt;/u&amp;gt;.&lt;br /&gt;
&amp;lt;li&amp;gt; Please email &amp;lt;u&amp;gt;[mailto:support@tuflow.com support@tuflow.com]&amp;lt;/u&amp;gt; if you have any technical questions or &amp;lt;u&amp;gt;[mailto:sales@tuflow.com sales@tuflow.com]&amp;lt;/u&amp;gt; if you would like to purchase a licence. Price information is available from the Pricing page of the &amp;lt;u&amp;gt;[https://www.tuflow.com/pricing/ TUFLOW website]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&amp;lt;br&amp;gt;&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=TUFLOW_Licensing&amp;diff=37999</id>
		<title>TUFLOW Licensing</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=TUFLOW_Licensing&amp;diff=37999"/>
		<updated>2024-02-07T07:01:06Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Licence Types */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
A TUFLOW licence is required to run TUFLOW, except when using third party software such as a GIS to prepare input data or view results, or when running TUFLOW demo, tutorial or example models in licence free mode.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Lock Types==&lt;br /&gt;
TUFLOW Products are licenced via locks, available in two forms; WIBU USB-2 Dongles (hardware lock) and WIBU Software Licenses (software lock). A third form, WIBU Cloud locks, should be available in 2023.&lt;br /&gt;
&lt;br /&gt;
===Current Licence Lock Options===&lt;br /&gt;
* &#039;&#039;&#039;WIBU Hardware Lock&#039;&#039;&#039;: WIBU hardware locks are physical dongles (USB-2) that contain TUFLOW licences. Licences are coded onto the dongle and can be moved between computers. WIBU hardware locks are recognised by the 2006-06-BD release onwards. Refer to &amp;lt;u&amp;gt;[[Wibu_Dongles | WIBU Lock Guidance]]&amp;lt;/u&amp;gt; for further information.&lt;br /&gt;
* &#039;&#039;&#039;WIBU Software Lock&#039;&#039;&#039;: WIBU software locks are coded onto the computer&#039;s or server&#039;s motherboard, it cannot be transferred to a different host. WIBU software locks are recognised by the 2016-03-AF release onwards. Refer to &amp;lt;u&amp;gt;[[Wibu_Dongles | WIBU Lock Guidance]]&amp;lt;/u&amp;gt; for further information.&lt;br /&gt;
&lt;br /&gt;
===Legacy Licence Lock Options===&lt;br /&gt;
* &#039;&#039;&#039;Softlok Dongle&#039;&#039;&#039;: As of August 2010 Softlok USB dongles are no longer issued due to the dongle provider not supporting 64-bit. Maintained Softlok dongles may be exchanged for a WIBU dongle for a nominal fee, please contact &amp;lt;u&amp;gt;[mailto:sales@tuflow.com sales@tuflow.com]&amp;lt;/u&amp;gt;. For the 2009-07, 2008-08, 2007-07 and 2006-06 releases, the “DB” builds or later will need to be used to recognise a WIBU Codemeter dongle. Refer to &amp;lt;u&amp;gt;[[Softlok_Dongles | Softlok Guidance]]&amp;lt;/u&amp;gt; for further information.&lt;br /&gt;
&lt;br /&gt;
==Licence Types==&lt;br /&gt;
TUFLOW simulations can be executed using a variety of licence types:&lt;br /&gt;
* &#039;&#039;&#039;Licence Free Mode&#039;&#039;&#039;: A licence free mode has been built in TUFLOW. For information outlining the limits associated with the licence free mode, see &amp;lt;u&amp;gt;[[New_User_Guide_Free_Demo_Version | TUFLOW Free DEMO Version Guide]]&amp;lt;/u&amp;gt;&lt;br /&gt;
* &#039;&#039;&#039;Local Licence&#039;&#039;&#039;: TUFLOW simulations can only be run on the computer hosting the Lock. For installation guidance, see &amp;lt;u&amp;gt;[[New_User_Guide_Local_Licences | Local Licence Installation Guide]]&amp;lt;/u&amp;gt;&lt;br /&gt;
* &#039;&#039;&#039;Network Licence&#039;&#039;&#039;: The Lock can be hosted on any computer or server. Other computers &#039;check out&#039; licences from the host computer via a company’s network. There are no regional restrictions associated with Network licences. For installation guidance, see &amp;lt;u&amp;gt;[[New_User_Guide_Network_Licences | Network Licence Installation Guide]]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
* &#039;&#039;&#039;Cloud Licence&#039;&#039;&#039;: The Lock is hosted on a central WIBU cloud server. Other computers &#039;check out&#039; licences from the host server over an internet connection. There are no regional restrictions associated with Cloud licences. For installation guidance, see &amp;lt;u&amp;gt;[[New_User_Guide_Cloud_Licences | Cloud Licence Installation Guide]]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Frequently Asked Questions (FAQ) =&lt;br /&gt;
== Do I require a TUFLOW licence to create TUFLOW inputs and view results from a TUFLOW simulation? ==&lt;br /&gt;
No, a TUFLOW licence is only needed to run a TUFLOW .exe file (excluding tutorial, demo and example models or small models eligible for free mode).  Running a TUFLOW .exe is required to:&lt;br /&gt;
* Process control files (.tcf, etc), check the data inputs and to construct the model using the GIS layers and other inputs.  As part of this process any ERROR, WARNING or CHECK messages are issued to help resolve input data conflicts. Check files and GIS layers representing the final model construct are also produced to quality control the model’s inputs.&lt;br /&gt;
* To carry out the hydraulic computations provided Step 1 above produces no ERROR messages.&lt;br /&gt;
No licence is needed for all other tasks, including:&lt;br /&gt;
* Creation and editing of all input files and GIS layers.&lt;br /&gt;
* Running GIS plugins such as the QGIS TUFLOW Viewer.&lt;br /&gt;
* Running utilities (e.g. asc_to_asc.exe).&lt;br /&gt;
* Reviewing check files/layers in GIS.&lt;br /&gt;
* Viewing results (e.g. using TUFLOW Viewer in QGIS).&lt;br /&gt;
All TUFLOW inputs and outputs use free open formats that are readable and editable by third party software, for example QGIS and Notepad++:&lt;br /&gt;
* Download Notepad++ to create and review tabular data: &amp;lt;u&amp;gt;[[NotepadPlusPlus_Tips | Notepad++ installation and tips]]&amp;lt;/u&amp;gt;.&lt;br /&gt;
* Download QGIS: &amp;lt;u&amp;gt;[[QGIS_Tips | QGIS installation and tips]]&amp;lt;/u&amp;gt;.&lt;br /&gt;
* Install the TUFLOW Plugin: &amp;lt;u&amp;gt;[[TUFLOW_QGIS_Plugin | TUFLOW QGIS plugin installation and tips]]&amp;lt;/u&amp;gt;.&lt;br /&gt;
* Use TUFLOW Viewer to review XMDF results: &amp;lt;u&amp;gt;[[TUFLOW_Viewer |TUFLOW Viewer]]&amp;lt;/u&amp;gt;. &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Why is a pre 2010 version of TUFLOW not working?==&lt;br /&gt;
In 2010 &amp;lt;u&amp;gt;[[TUFLOW_Licensing#Softlok_Dongles_.28Legacy_Product.29 | Softlok dongles]]&amp;lt;/u&amp;gt; were replaced by WIBU dongles. TUFLOW versions earlier than 2010 might be searching for a Softlok licence, however it is likely you have a WIBU licence. The &amp;quot;DB&amp;quot; builds of TUFLOW were created so earlier versions of TUFLOW recognise the new WIBU licences. Please download a &amp;quot;DB&amp;quot; version from the &amp;lt;u&amp;gt;[https://tuflow.com/downloads/tuflow-classichpc-archive/ TUFLOW website]&amp;lt;/u&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==How many simulations can be run at the same time?==&lt;br /&gt;
The number of licences reflect how many TUFLOW simulations can be run in parallel at any given time. For example, a Local 4 can run 4 simulations at the same time on the one computer. A Network 5 allows up to 5 simulations at any one time across an organisation’s network. If all licences are in use when a TUFLOW simulation starts, the simulation enters a holding pattern until a free licence is available.&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[Main_Page| TUFLOW Main Page]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=File:Cloud_License_Update.mp4&amp;diff=37989</id>
		<title>File:Cloud License Update.mp4</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=File:Cloud_License_Update.mp4&amp;diff=37989"/>
		<updated>2024-02-07T06:43:00Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=File:Cloud_License_Drag_And_Drop.mp4&amp;diff=37972</id>
		<title>File:Cloud License Drag And Drop.mp4</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=File:Cloud_License_Drag_And_Drop.mp4&amp;diff=37972"/>
		<updated>2024-02-07T06:11:52Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: Mitch3007 uploaded a new version of File:Cloud License Drag And Drop.mp4&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;== Summary ==&lt;br /&gt;
Drag and drop cloud license file onto Codemeter Control Centre.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=File:Cloud_License_Drag_And_Drop.mp4&amp;diff=37957</id>
		<title>File:Cloud License Drag And Drop.mp4</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=File:Cloud_License_Drag_And_Drop.mp4&amp;diff=37957"/>
		<updated>2024-02-07T05:33:11Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: Drag and drop cloud license file onto Codemeter Control Centre.&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;== Summary ==&lt;br /&gt;
Drag and drop cloud license file onto Codemeter Control Centre.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=File:CMLC_Snapshot.png&amp;diff=37947</id>
		<title>File:CMLC Snapshot.png</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=File:CMLC_Snapshot.png&amp;diff=37947"/>
		<updated>2024-02-07T03:58:01Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Snapshot of an empty Codemeter Control Centre window.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Tutorial_Introduction&amp;diff=34644</id>
		<title>Tutorial Introduction</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Tutorial_Introduction&amp;diff=34644"/>
		<updated>2023-09-12T03:29:24Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Requirements and Downloads */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;= Introduction =&lt;br /&gt;
This TUFLOW licence free tutorial model is aimed at new users, stepping through the process of building and running a model. To begin, watch the following video:&lt;br /&gt;
:*&amp;lt;u&amp;gt;[https://vimeo.com/505584298/2c91bd5f48 What Is TUFLOW?]&amp;lt;/u&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Requirements and Downloads=&lt;br /&gt;
TUFLOW doesn&#039;t have its own graphical user interface (GUI), it uses GIS software and text editor for its model creation and result viewing. As such, it is very efficient and flexible and doesn&#039;t have the same data load/visualisation limitations using big datasets as other modelling software GUIs.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
This short video introduces the required TUFLOW modelling programs:&lt;br /&gt;
:*&amp;lt;u&amp;gt;[https://vimeo.com/505579529/03f4cb3d17 Required Programs]&amp;lt;/u&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot; width=&amp;quot;75%&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Requirement&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; | Brief Description&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; | Download&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;TUFLOW&#039;&#039;&#039; || TUFLOW is a computer program for simulating depth-averaged, one and two-dimensional free-surface flows such as occurs from floods and tides, with the 2D solution occurring over a regular grid of square elements.&amp;lt;br&amp;gt;&lt;br /&gt;
It is recommended to always use the latest release version of TUFLOW.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
This tutorial model does not require a TUFLOW licence.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
This tutorial is set up to use a NVIDIA GPU card. If this is not available, CPU can be used in the hardware command. &amp;lt;br&amp;gt;&lt;br /&gt;
||The TUFLOW executable is provided within the &amp;lt;u&amp;gt;[https://wiki.tuflow.com/Tutorial_Introduction#Module_Data Tutorial Dataset]&amp;lt;/u&amp;gt;.  &lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;QGIS&#039;&#039;&#039; &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;QGIS TUFLOW plugin || The Geographic Information System (GIS) used to build models and view results. This tutorial was developed with QGIS 3.20.  It is recommended to have QGIS 3.20 or later to ensure compatibility with TUFLOW plugin latest features. &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
The TUFLOW plugin includes numerous tools to increase workflow efficiency.  &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
||&amp;lt;u&amp;gt;[https://qgis.org/en/site/forusers/download.html Latest 64-bit version of QGIS]&amp;lt;/u&amp;gt;. &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;u&amp;gt;[[TUFLOW_QGIS_Plugin| QGIS TUFLOW Plugin Installation]]&amp;lt;/u&amp;gt;.&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;NotePad++&#039;&#039;&#039; &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;Syntax Highlighting || A text editor is required for creation of the TUFLOW input files. This tutorial was developed with NotePad++. Ideally a text editor should be able to:&amp;lt;br&amp;gt;&lt;br /&gt;
*Colour code the TUFLOW control files;&lt;br /&gt;
*Open other files from the active control file; and&lt;br /&gt;
*Launch a TUFLOW simulation. &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
TUFLOW colour coding can be enabled using syntax highlighting. &lt;br /&gt;
|| &amp;lt;u&amp;gt;[https://notepad-plus-plus.org/downloads/ Latest 64-bit version of Notepad++]&amp;lt;/u&amp;gt;. &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;u&amp;gt;[https://www.tuflow.com/Download/Miscellaneous/NPP_TUFLOW_Syntax_Highlighting.zip TUFLOW syntax highlighting for Notepad++]&amp;lt;/u&amp;gt;.&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
For instructions on configuring Notepad++ for TUFLOW modelling, see &amp;lt;u&amp;gt;[[NotepadPlusPlus_Tips |Notepad++ tips]]&amp;lt;/u&amp;gt;.&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;Microsoft Excel&#039;&#039;&#039; || A spreadsheet software is required for working with tabular data and .csv files. This tutorial has been created in Excel. || &lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Module Data=&lt;br /&gt;
To build the tutorial model, download the dataset below. This includes a digital elevation model (DEM) and aerial photography. The necessary background model data for the tutorial model and a working version of the model can be accessed in the dataset below:&lt;br /&gt;
:*&amp;lt;u&amp;gt;[https://downloads.tuflow.com/TUFLOW/Wiki_Tute_Models/Wiki_Tutorial_Models_QGIS_GPKG.zip Tutorial Dataset - QGIS - GPKG]&amp;lt;/u&amp;gt;&lt;br /&gt;
:*&amp;lt;u&amp;gt;[https://downloads.tuflow.com/TUFLOW/Wiki_Tute_Models/Wiki_Tutorial_Models_QGIS_SHP.zip Tutorial Dataset - QGIS - SHP]&amp;lt;/u&amp;gt;&lt;br /&gt;
&lt;br /&gt;
Note: there are numerous GIS packages that can be used, these tutorials have been specifically designed for QGIS using the QGIS TUFLOW Plugin. If you would like to see past tutorials for MapInfo, ArcGIS or SMS, please contact &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
=Tutorial Modules=&lt;br /&gt;
The download dataset contains the input files and working version of the tutorial model for reference. Results and check files are not included to keep the size of the download file manageable. The folder should be placed in a location with write permissions.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The tutorial model is presented in a number of modules. All modules can be completed independently, however new users are encouraged to undertake the modules in sequence:&lt;br /&gt;
&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M01 | Module 1]]&amp;lt;/u&amp;gt;  - 2D Base Model&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M02 | Module 2]]&amp;lt;/u&amp;gt;  - Topography Updates&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M03 | Module 3]]&amp;lt;/u&amp;gt;  - 1D Culverts&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M04 | Module 4]]&amp;lt;/u&amp;gt;  - 2D Bridges&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M05 | Module 5]]&amp;lt;/u&amp;gt;  - Integrated Urban Drainage&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M06 | Module 6]]&amp;lt;/u&amp;gt;  - Direct Rainfall&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M07 | Module 7]]&amp;lt;/u&amp;gt;  - Quadtree &lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M08 | Module 8]]&amp;lt;/u&amp;gt;  - Scenario Management&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M09 | Module 9]]&amp;lt;/u&amp;gt;  - Event Management&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M10 | Module 10]]&amp;lt;/u&amp;gt; - Dam Break&lt;br /&gt;
:*&amp;lt;u&amp;gt;[[Tutorial_M11 | Module 11]]&amp;lt;/u&amp;gt; - 1D Open Channel&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Contact=&lt;br /&gt;
&lt;br /&gt;
For comments, requests and feedback contact &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Archive Dataset=&lt;br /&gt;
Historic tutorial model datasets can be accessed via the following link: &amp;lt;u&amp;gt;[[Tutorial_Model_Archive| TUFLOW Classic Tutorial Model Archive]]&amp;lt;/u&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[Main_Page| Back to Main Page]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19258</id>
		<title>Hardware Selection Advice</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19258"/>
		<updated>2021-01-12T09:54:31Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* The TUFLOW Software Suite */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This page provides general hardware advice for running TUFLOW models on GPU or CPU. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File: Hardware_Configuration_001.jpg ||450px|right]]&lt;br /&gt;
&lt;br /&gt;
=Introduction=&lt;br /&gt;
We often get asked about the optimum computing setup to run TUFLOW models. While every model is different and will interact differently with your hardware there is some general advice that we can offer. In the sections below you will find more detailed advice on GPU and CPU but generally:&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
* The amount of RAM in your computer will be the limiter for the size of model you can to run. This applies to CPU RAM (TUFLOW Classic, TUFLOW FV and TUFLOW HPC with Hardware == CPU) and also GPU RAM (TUFLOW HPC and TUFLOW FV with Hardware == GPU).&lt;br /&gt;
* The processing speed of your CPU, the architecture, cache size, speed and number of processors play a role. &lt;br /&gt;
* For GPU simulations, the number of CUDA cores, the core speed, GPU card architecture, memory speed and interfacing with the motherboard PCI lanes and CPU are all important. &lt;br /&gt;
* The system must be well cooled to avoid throttling.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=The TUFLOW Software Suite=&lt;br /&gt;
The TUFLOW Software suite has a range of solvers. Each interact differently with your hardware so pairing the correct solver (or the range of solvers you want to run) and hardware is an important consideration. A brief summary of each solver&#039;s needs is provided as follows:&amp;lt;br&amp;gt;&lt;br /&gt;
* TUFLOW Classic: A single model run can only use the CPU and cannot be run across multiple CPU cores or GPU hardware. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, architecture and cache size.  &lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: A single model run uses the CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, the number of cores available to be run in parallel, architecture and cache size.&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&lt;br /&gt;
* TUFLOW FV - Run on CPU Hardware: A single model run uses CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is determined by the CPU speed, the number of cores available to be run in parallel, chip architecture and cache size.&lt;br /&gt;
* TUFLOW FV - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW FV requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
On our &amp;lt;u&amp;gt;[[Hardware_Benchmarking_-_Results#CPU_Results | Hardware Benchmarking]]&amp;lt;/u&amp;gt; page you can compare recently run combinations of GPU, CPU and RAM with the system you are planning to purchase. We recommend that if building a computer that you seek advise from an appropriate computer hardware vendor who can advise on the compatibility and optimisation of your setup.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=GPU Advice=&lt;br /&gt;
TUFLOW HPC on GPU Hardware is typically our fastest solver for 1D/2D pipe and floodplain simulations. &lt;br /&gt;
* TUFLOW HPC supports CUDA enabled NVIDIA GPU cards. For list of supported CUDA enabled graphics cards please visit the &amp;lt;u&amp;gt;[https://developer.nvidia.com/cuda-gpus NVIDIA website]&amp;lt;/u&amp;gt;.&lt;br /&gt;
* TUFLOW HPC on GPU Hardware can be run in either single or double precision. However, for the vast majority of flood applications single precision is sufficient. We typically run our models on single precision. If you are unsure we recommend running with both the single and double precision solvers and comparing your results. &lt;br /&gt;
The precision solver you require will determine the type of GPU card that is best suited for your compute. For any given generation/architecture of cards, the “gaming” cards such as the GTX GeForce and RTX provide excellent single precision performance – typically comparable to that of the “scientific” cards such as the Tesla series. If double precision is required then the scientific cards are substantially faster, but these are also significantly more expensive. The Quadro series cards sit in between for both double precision performance and cost. When checking the specifications of the card it should provide you with a breakdown of the single and double precision throughput in flops.&lt;br /&gt;
&lt;br /&gt;
===GPU RAM===&lt;br /&gt;
RAM is the computer memory required to store all of the model data used during the computation. A computer has CPU RAM which is located on the motherboard and accessed from the CPU, and it has GPU RAM which is located on the GPU device and accessed from the GPU. The two memory storage systems are physically separate. &lt;br /&gt;
The amount of GPU RAM is one of two factors that will determine the size of the model that can be run (the other being CPU RAM). As a rule of thumb, approximately 5 million cells can be run per gigabyte (GB) of GPU RAM depending on the model features, e.g. a model with infiltration requires more memory due to the extra variables needed for the infiltration calculation. &lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
TUFLOW HPC on GPU hardware still uses the CPU to compute and store data (in CPU RAM) during model initialisation and for all 1D calculations. While we are working on improving our CPU RAM usage, currently we tend to find that CPU RAM is often the limiter to the size of the model domain you can run, particularly if using running over multiple GPU cards. During initialisation and simulation a model will typically require 4-6 times the amount of CPU RAM relative to GPU RAM. As an example, a model that utilises 11GB of GPU RAM (typical memory for high-end gaming card, and corresponds to about a 50 million cell model) the CPU RAM required during initialisation will typically be in range 44GB to 66GB. A model that fully utilises two 11 GB GPUs (i.e. a 100 million cell model) may require as much as 128GB of CPU RAM during initialisation. &lt;br /&gt;
&lt;br /&gt;
===CUDA Cores, GPU Clock speed, and FLOPs===&lt;br /&gt;
One way of reporting a GPU card&#039;s throughput is in Floating Point Operations per second (FLOPs). The more FLOPs, the more calculations that can get crunched per second and the faster the model should run. For any given generation of GPU, FLOPs are approximately proportional to number of CUDA cores times the GPU clock speed. However, there have been significant improvements in GPU architecture since the inception of CUDA, and this has contributed to increases in overall FLOPs performance beyond just the increases in cores and clock speed that have occurred over this time. &lt;br /&gt;
&lt;br /&gt;
===Multiple GPUs===&lt;br /&gt;
TUFLOW can use multiple GPU cards on a machine to run a single model (TUFLOW FV can currently use a single GPU only). This is useful for models that are too large for a single GPU, or for running a model as quickly as possible. In general terms the run time benefit of using multiple cards increases with model size. &lt;br /&gt;
* TUFLOW HPC-GPU does not support SLI for inter-GPU communications. It does (as of build 2020-01-AA) auto detect and utilise peer-to-peer access over NVLink or PCI bus on the motherboard. Note that not all GPUs support peer-to-peer access.&lt;br /&gt;
* When using multiple GPUs it is best to use cards of similar memory and performance. While it is possible (as of build 2020-01-AA) to re-balance a model over multiple GPUs, we do not recommend using cards with vastly disparate performance.&lt;br /&gt;
* Sufficient cooling and power supply should be considered if multiple cards are used. When installed in adjacent PCI slots, the preference is to use rear vented cards rather than side vented to avoid blowing hot air onto the neighbouring cards (which could lead to overheating).&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=CPU Advice=&lt;br /&gt;
In general terms a more recent architecture, higher clock speed CPU with a large cache will perform better than a slower clock speed chip. This section discusses CPU RAM, RAM speed, Processor frequency, Multi-core processing and hyper-threading.&lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
The amount of CPU RAM will determine the size of the model that can be run or a number of models that can be run at one time. &lt;br /&gt;
Faster RAM will result in quicker runtimes, however this is usually a secondary consideration to chip speed, cache size and architecture.&lt;br /&gt;
&lt;br /&gt;
===CPU Cores===&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: The parallel processing is being done on the GPU card. However, TUFLOW HPC-GPU still uses the CPU for model initialisation and for 1D calculations. If multiple GPU cards are used, TUFLOW will use the equivalent number of CPU threads for controlling the GPUs and migrating data. So for a machine dedicated to HPC-GPU modelling, the number of CPU cores should be higher than the number of installed GPUs.&lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: HPC model can also be run on multiple CPU cores. For the comparison of simulation speed, please refer to [[Hardware_Benchmarking_Topic_HPC_on_CPU_vs_GPU | HPC on CPU vs GPU]].&lt;br /&gt;
* TUFLOW Classic: TUFLOW Classic simulation can only use one CPU core due to the implicit nature of the numerical solution, for more information see this TUFLOW forum post. More CPU cores will enable running more simulations at the same time most efficiently.&lt;br /&gt;
&lt;br /&gt;
===Hyperthreading===&lt;br /&gt;
https://fvwiki.tuflow.com/index.php?title=TUFLOW_FV_Parallel_Computing&lt;br /&gt;
&lt;br /&gt;
===Processor Frequency and RAM Frequency===&lt;br /&gt;
The frequency directly affects the run times. In general, the higher the frequency, the faster the model runs.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Storage Advice=&lt;br /&gt;
Solid state hard drives are preferred for temporary storage. Large data files can then be transferred to a more permanent location.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19257</id>
		<title>Hardware Selection Advice</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19257"/>
		<updated>2021-01-12T09:53:44Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Introduction */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This page provides general hardware advice for running TUFLOW models on GPU or CPU. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File: Hardware_Configuration_001.jpg ||450px|right]]&lt;br /&gt;
&lt;br /&gt;
=Introduction=&lt;br /&gt;
We often get asked about the optimum computing setup to run TUFLOW models. While every model is different and will interact differently with your hardware there is some general advice that we can offer. In the sections below you will find more detailed advice on GPU and CPU but generally:&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
* The amount of RAM in your computer will be the limiter for the size of model you can to run. This applies to CPU RAM (TUFLOW Classic, TUFLOW FV and TUFLOW HPC with Hardware == CPU) and also GPU RAM (TUFLOW HPC and TUFLOW FV with Hardware == GPU).&lt;br /&gt;
* The processing speed of your CPU, the architecture, cache size, speed and number of processors play a role. &lt;br /&gt;
* For GPU simulations, the number of CUDA cores, the core speed, GPU card architecture, memory speed and interfacing with the motherboard PCI lanes and CPU are all important. &lt;br /&gt;
* The system must be well cooled to avoid throttling.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=The TUFLOW Software Suite=&lt;br /&gt;
The TUFLOW Software suite has a range of solvers. Each interact differently with your hardware so pairing the correct solver (or the range of solvers you want to run) and hardware is an important consideration. A brief summary of each solver&#039;s needs is provided as follows:&amp;lt;br&amp;gt;&lt;br /&gt;
* TUFLOW Classic: A single model run can only use the CPU and cannot be run across multiple CPU cores or GPU hardware. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, architecture and cache size.  &lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: A single model run uses the CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, the number of cores available to be run in parallel, architecture and cache size.&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&lt;br /&gt;
* TUFLOW FV - Run on CPU Hardware: A single model run uses CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is determined by the CPU speed, the number of cores available to be run in parallel, chip architecture and cache size.&lt;br /&gt;
* TUFLOW FV - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
On our &amp;lt;u&amp;gt;[[Hardware_Benchmarking_-_Results#CPU_Results | Hardware Benchmarking]]&amp;lt;/u&amp;gt; page you can compare recently run combinations of GPU, CPU and RAM with the system you are planning to purchase. We recommend that if building a computer that you seek advise from an appropriate computer hardware vendor who can advise on the compatibility and optimisation of your setup.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=GPU Advice=&lt;br /&gt;
TUFLOW HPC on GPU Hardware is typically our fastest solver for 1D/2D pipe and floodplain simulations. &lt;br /&gt;
* TUFLOW HPC supports CUDA enabled NVIDIA GPU cards. For list of supported CUDA enabled graphics cards please visit the &amp;lt;u&amp;gt;[https://developer.nvidia.com/cuda-gpus NVIDIA website]&amp;lt;/u&amp;gt;.&lt;br /&gt;
* TUFLOW HPC on GPU Hardware can be run in either single or double precision. However, for the vast majority of flood applications single precision is sufficient. We typically run our models on single precision. If you are unsure we recommend running with both the single and double precision solvers and comparing your results. &lt;br /&gt;
The precision solver you require will determine the type of GPU card that is best suited for your compute. For any given generation/architecture of cards, the “gaming” cards such as the GTX GeForce and RTX provide excellent single precision performance – typically comparable to that of the “scientific” cards such as the Tesla series. If double precision is required then the scientific cards are substantially faster, but these are also significantly more expensive. The Quadro series cards sit in between for both double precision performance and cost. When checking the specifications of the card it should provide you with a breakdown of the single and double precision throughput in flops.&lt;br /&gt;
&lt;br /&gt;
===GPU RAM===&lt;br /&gt;
RAM is the computer memory required to store all of the model data used during the computation. A computer has CPU RAM which is located on the motherboard and accessed from the CPU, and it has GPU RAM which is located on the GPU device and accessed from the GPU. The two memory storage systems are physically separate. &lt;br /&gt;
The amount of GPU RAM is one of two factors that will determine the size of the model that can be run (the other being CPU RAM). As a rule of thumb, approximately 5 million cells can be run per gigabyte (GB) of GPU RAM depending on the model features, e.g. a model with infiltration requires more memory due to the extra variables needed for the infiltration calculation. &lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
TUFLOW HPC on GPU hardware still uses the CPU to compute and store data (in CPU RAM) during model initialisation and for all 1D calculations. While we are working on improving our CPU RAM usage, currently we tend to find that CPU RAM is often the limiter to the size of the model domain you can run, particularly if using running over multiple GPU cards. During initialisation and simulation a model will typically require 4-6 times the amount of CPU RAM relative to GPU RAM. As an example, a model that utilises 11GB of GPU RAM (typical memory for high-end gaming card, and corresponds to about a 50 million cell model) the CPU RAM required during initialisation will typically be in range 44GB to 66GB. A model that fully utilises two 11 GB GPUs (i.e. a 100 million cell model) may require as much as 128GB of CPU RAM during initialisation. &lt;br /&gt;
&lt;br /&gt;
===CUDA Cores, GPU Clock speed, and FLOPs===&lt;br /&gt;
One way of reporting a GPU card&#039;s throughput is in Floating Point Operations per second (FLOPs). The more FLOPs, the more calculations that can get crunched per second and the faster the model should run. For any given generation of GPU, FLOPs are approximately proportional to number of CUDA cores times the GPU clock speed. However, there have been significant improvements in GPU architecture since the inception of CUDA, and this has contributed to increases in overall FLOPs performance beyond just the increases in cores and clock speed that have occurred over this time. &lt;br /&gt;
&lt;br /&gt;
===Multiple GPUs===&lt;br /&gt;
TUFLOW can use multiple GPU cards on a machine to run a single model (TUFLOW FV can currently use a single GPU only). This is useful for models that are too large for a single GPU, or for running a model as quickly as possible. In general terms the run time benefit of using multiple cards increases with model size. &lt;br /&gt;
* TUFLOW HPC-GPU does not support SLI for inter-GPU communications. It does (as of build 2020-01-AA) auto detect and utilise peer-to-peer access over NVLink or PCI bus on the motherboard. Note that not all GPUs support peer-to-peer access.&lt;br /&gt;
* When using multiple GPUs it is best to use cards of similar memory and performance. While it is possible (as of build 2020-01-AA) to re-balance a model over multiple GPUs, we do not recommend using cards with vastly disparate performance.&lt;br /&gt;
* Sufficient cooling and power supply should be considered if multiple cards are used. When installed in adjacent PCI slots, the preference is to use rear vented cards rather than side vented to avoid blowing hot air onto the neighbouring cards (which could lead to overheating).&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=CPU Advice=&lt;br /&gt;
In general terms a more recent architecture, higher clock speed CPU with a large cache will perform better than a slower clock speed chip. This section discusses CPU RAM, RAM speed, Processor frequency, Multi-core processing and hyper-threading.&lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
The amount of CPU RAM will determine the size of the model that can be run or a number of models that can be run at one time. &lt;br /&gt;
Faster RAM will result in quicker runtimes, however this is usually a secondary consideration to chip speed, cache size and architecture.&lt;br /&gt;
&lt;br /&gt;
===CPU Cores===&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: The parallel processing is being done on the GPU card. However, TUFLOW HPC-GPU still uses the CPU for model initialisation and for 1D calculations. If multiple GPU cards are used, TUFLOW will use the equivalent number of CPU threads for controlling the GPUs and migrating data. So for a machine dedicated to HPC-GPU modelling, the number of CPU cores should be higher than the number of installed GPUs.&lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: HPC model can also be run on multiple CPU cores. For the comparison of simulation speed, please refer to [[Hardware_Benchmarking_Topic_HPC_on_CPU_vs_GPU | HPC on CPU vs GPU]].&lt;br /&gt;
* TUFLOW Classic: TUFLOW Classic simulation can only use one CPU core due to the implicit nature of the numerical solution, for more information see this TUFLOW forum post. More CPU cores will enable running more simulations at the same time most efficiently.&lt;br /&gt;
&lt;br /&gt;
===Hyperthreading===&lt;br /&gt;
https://fvwiki.tuflow.com/index.php?title=TUFLOW_FV_Parallel_Computing&lt;br /&gt;
&lt;br /&gt;
===Processor Frequency and RAM Frequency===&lt;br /&gt;
The frequency directly affects the run times. In general, the higher the frequency, the faster the model runs.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Storage Advice=&lt;br /&gt;
Solid state hard drives are preferred for temporary storage. Large data files can then be transferred to a more permanent location.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19256</id>
		<title>Hardware Selection Advice</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19256"/>
		<updated>2021-01-12T09:53:00Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Multiple GPUs */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This page provides general hardware advice for running TUFLOW models on GPU or CPU. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File: Hardware_Configuration_001.jpg ||450px|right]]&lt;br /&gt;
&lt;br /&gt;
=Introduction=&lt;br /&gt;
We often get asked about the optimum computing setup to run TUFLOW models. While every model is different and will interact differently with your hardware there is some general advice that we can offer. In the sections below you will find more detailed advice on GPU and CPU but generally:&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
* The amount of RAM in your computer will be the limiter for the size of model you can to run. This applies to CPU RAM (TUFLOW Classic, TUFLOW FV and TUFLOW HPC with Hardware == CPU) and also GPU RAM (TUFLOW HPC with Hardware == GPU).&lt;br /&gt;
* The processing speed of your CPU, the architecture, cache size, speed and number of processors play a role. &lt;br /&gt;
* For GPU simulations, the number of CUDA cores, the core speed, GPU card architecture, memory speed and interfacing with the motherboard PCI lanes and CPU are all important. &lt;br /&gt;
* The system must be well cooled to avoid throttling.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=The TUFLOW Software Suite=&lt;br /&gt;
The TUFLOW Software suite has a range of solvers. Each interact differently with your hardware so pairing the correct solver (or the range of solvers you want to run) and hardware is an important consideration. A brief summary of each solver&#039;s needs is provided as follows:&amp;lt;br&amp;gt;&lt;br /&gt;
* TUFLOW Classic: A single model run can only use the CPU and cannot be run across multiple CPU cores or GPU hardware. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, architecture and cache size.  &lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: A single model run uses the CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, the number of cores available to be run in parallel, architecture and cache size.&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&lt;br /&gt;
* TUFLOW FV - Run on CPU Hardware: A single model run uses CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is determined by the CPU speed, the number of cores available to be run in parallel, chip architecture and cache size.&lt;br /&gt;
* TUFLOW FV - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
On our &amp;lt;u&amp;gt;[[Hardware_Benchmarking_-_Results#CPU_Results | Hardware Benchmarking]]&amp;lt;/u&amp;gt; page you can compare recently run combinations of GPU, CPU and RAM with the system you are planning to purchase. We recommend that if building a computer that you seek advise from an appropriate computer hardware vendor who can advise on the compatibility and optimisation of your setup.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=GPU Advice=&lt;br /&gt;
TUFLOW HPC on GPU Hardware is typically our fastest solver for 1D/2D pipe and floodplain simulations. &lt;br /&gt;
* TUFLOW HPC supports CUDA enabled NVIDIA GPU cards. For list of supported CUDA enabled graphics cards please visit the &amp;lt;u&amp;gt;[https://developer.nvidia.com/cuda-gpus NVIDIA website]&amp;lt;/u&amp;gt;.&lt;br /&gt;
* TUFLOW HPC on GPU Hardware can be run in either single or double precision. However, for the vast majority of flood applications single precision is sufficient. We typically run our models on single precision. If you are unsure we recommend running with both the single and double precision solvers and comparing your results. &lt;br /&gt;
The precision solver you require will determine the type of GPU card that is best suited for your compute. For any given generation/architecture of cards, the “gaming” cards such as the GTX GeForce and RTX provide excellent single precision performance – typically comparable to that of the “scientific” cards such as the Tesla series. If double precision is required then the scientific cards are substantially faster, but these are also significantly more expensive. The Quadro series cards sit in between for both double precision performance and cost. When checking the specifications of the card it should provide you with a breakdown of the single and double precision throughput in flops.&lt;br /&gt;
&lt;br /&gt;
===GPU RAM===&lt;br /&gt;
RAM is the computer memory required to store all of the model data used during the computation. A computer has CPU RAM which is located on the motherboard and accessed from the CPU, and it has GPU RAM which is located on the GPU device and accessed from the GPU. The two memory storage systems are physically separate. &lt;br /&gt;
The amount of GPU RAM is one of two factors that will determine the size of the model that can be run (the other being CPU RAM). As a rule of thumb, approximately 5 million cells can be run per gigabyte (GB) of GPU RAM depending on the model features, e.g. a model with infiltration requires more memory due to the extra variables needed for the infiltration calculation. &lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
TUFLOW HPC on GPU hardware still uses the CPU to compute and store data (in CPU RAM) during model initialisation and for all 1D calculations. While we are working on improving our CPU RAM usage, currently we tend to find that CPU RAM is often the limiter to the size of the model domain you can run, particularly if using running over multiple GPU cards. During initialisation and simulation a model will typically require 4-6 times the amount of CPU RAM relative to GPU RAM. As an example, a model that utilises 11GB of GPU RAM (typical memory for high-end gaming card, and corresponds to about a 50 million cell model) the CPU RAM required during initialisation will typically be in range 44GB to 66GB. A model that fully utilises two 11 GB GPUs (i.e. a 100 million cell model) may require as much as 128GB of CPU RAM during initialisation. &lt;br /&gt;
&lt;br /&gt;
===CUDA Cores, GPU Clock speed, and FLOPs===&lt;br /&gt;
One way of reporting a GPU card&#039;s throughput is in Floating Point Operations per second (FLOPs). The more FLOPs, the more calculations that can get crunched per second and the faster the model should run. For any given generation of GPU, FLOPs are approximately proportional to number of CUDA cores times the GPU clock speed. However, there have been significant improvements in GPU architecture since the inception of CUDA, and this has contributed to increases in overall FLOPs performance beyond just the increases in cores and clock speed that have occurred over this time. &lt;br /&gt;
&lt;br /&gt;
===Multiple GPUs===&lt;br /&gt;
TUFLOW can use multiple GPU cards on a machine to run a single model (TUFLOW FV can currently use a single GPU only). This is useful for models that are too large for a single GPU, or for running a model as quickly as possible. In general terms the run time benefit of using multiple cards increases with model size. &lt;br /&gt;
* TUFLOW HPC-GPU does not support SLI for inter-GPU communications. It does (as of build 2020-01-AA) auto detect and utilise peer-to-peer access over NVLink or PCI bus on the motherboard. Note that not all GPUs support peer-to-peer access.&lt;br /&gt;
* When using multiple GPUs it is best to use cards of similar memory and performance. While it is possible (as of build 2020-01-AA) to re-balance a model over multiple GPUs, we do not recommend using cards with vastly disparate performance.&lt;br /&gt;
* Sufficient cooling and power supply should be considered if multiple cards are used. When installed in adjacent PCI slots, the preference is to use rear vented cards rather than side vented to avoid blowing hot air onto the neighbouring cards (which could lead to overheating).&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=CPU Advice=&lt;br /&gt;
In general terms a more recent architecture, higher clock speed CPU with a large cache will perform better than a slower clock speed chip. This section discusses CPU RAM, RAM speed, Processor frequency, Multi-core processing and hyper-threading.&lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
The amount of CPU RAM will determine the size of the model that can be run or a number of models that can be run at one time. &lt;br /&gt;
Faster RAM will result in quicker runtimes, however this is usually a secondary consideration to chip speed, cache size and architecture.&lt;br /&gt;
&lt;br /&gt;
===CPU Cores===&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: The parallel processing is being done on the GPU card. However, TUFLOW HPC-GPU still uses the CPU for model initialisation and for 1D calculations. If multiple GPU cards are used, TUFLOW will use the equivalent number of CPU threads for controlling the GPUs and migrating data. So for a machine dedicated to HPC-GPU modelling, the number of CPU cores should be higher than the number of installed GPUs.&lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: HPC model can also be run on multiple CPU cores. For the comparison of simulation speed, please refer to [[Hardware_Benchmarking_Topic_HPC_on_CPU_vs_GPU | HPC on CPU vs GPU]].&lt;br /&gt;
* TUFLOW Classic: TUFLOW Classic simulation can only use one CPU core due to the implicit nature of the numerical solution, for more information see this TUFLOW forum post. More CPU cores will enable running more simulations at the same time most efficiently.&lt;br /&gt;
&lt;br /&gt;
===Hyperthreading===&lt;br /&gt;
https://fvwiki.tuflow.com/index.php?title=TUFLOW_FV_Parallel_Computing&lt;br /&gt;
&lt;br /&gt;
===Processor Frequency and RAM Frequency===&lt;br /&gt;
The frequency directly affects the run times. In general, the higher the frequency, the faster the model runs.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Storage Advice=&lt;br /&gt;
Solid state hard drives are preferred for temporary storage. Large data files can then be transferred to a more permanent location.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19255</id>
		<title>Hardware Selection Advice</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19255"/>
		<updated>2021-01-12T09:52:10Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* The TUFLOW Software Suite */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This page provides general hardware advice for running TUFLOW models on GPU or CPU. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File: Hardware_Configuration_001.jpg ||450px|right]]&lt;br /&gt;
&lt;br /&gt;
=Introduction=&lt;br /&gt;
We often get asked about the optimum computing setup to run TUFLOW models. While every model is different and will interact differently with your hardware there is some general advice that we can offer. In the sections below you will find more detailed advice on GPU and CPU but generally:&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
* The amount of RAM in your computer will be the limiter for the size of model you can to run. This applies to CPU RAM (TUFLOW Classic, TUFLOW FV and TUFLOW HPC with Hardware == CPU) and also GPU RAM (TUFLOW HPC with Hardware == GPU).&lt;br /&gt;
* The processing speed of your CPU, the architecture, cache size, speed and number of processors play a role. &lt;br /&gt;
* For GPU simulations, the number of CUDA cores, the core speed, GPU card architecture, memory speed and interfacing with the motherboard PCI lanes and CPU are all important. &lt;br /&gt;
* The system must be well cooled to avoid throttling.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=The TUFLOW Software Suite=&lt;br /&gt;
The TUFLOW Software suite has a range of solvers. Each interact differently with your hardware so pairing the correct solver (or the range of solvers you want to run) and hardware is an important consideration. A brief summary of each solver&#039;s needs is provided as follows:&amp;lt;br&amp;gt;&lt;br /&gt;
* TUFLOW Classic: A single model run can only use the CPU and cannot be run across multiple CPU cores or GPU hardware. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, architecture and cache size.  &lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: A single model run uses the CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, the number of cores available to be run in parallel, architecture and cache size.&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&lt;br /&gt;
* TUFLOW FV - Run on CPU Hardware: A single model run uses CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is determined by the CPU speed, the number of cores available to be run in parallel, chip architecture and cache size.&lt;br /&gt;
* TUFLOW FV - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
On our &amp;lt;u&amp;gt;[[Hardware_Benchmarking_-_Results#CPU_Results | Hardware Benchmarking]]&amp;lt;/u&amp;gt; page you can compare recently run combinations of GPU, CPU and RAM with the system you are planning to purchase. We recommend that if building a computer that you seek advise from an appropriate computer hardware vendor who can advise on the compatibility and optimisation of your setup.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=GPU Advice=&lt;br /&gt;
TUFLOW HPC on GPU Hardware is typically our fastest solver for 1D/2D pipe and floodplain simulations. &lt;br /&gt;
* TUFLOW HPC supports CUDA enabled NVIDIA GPU cards. For list of supported CUDA enabled graphics cards please visit the &amp;lt;u&amp;gt;[https://developer.nvidia.com/cuda-gpus NVIDIA website]&amp;lt;/u&amp;gt;.&lt;br /&gt;
* TUFLOW HPC on GPU Hardware can be run in either single or double precision. However, for the vast majority of flood applications single precision is sufficient. We typically run our models on single precision. If you are unsure we recommend running with both the single and double precision solvers and comparing your results. &lt;br /&gt;
The precision solver you require will determine the type of GPU card that is best suited for your compute. For any given generation/architecture of cards, the “gaming” cards such as the GTX GeForce and RTX provide excellent single precision performance – typically comparable to that of the “scientific” cards such as the Tesla series. If double precision is required then the scientific cards are substantially faster, but these are also significantly more expensive. The Quadro series cards sit in between for both double precision performance and cost. When checking the specifications of the card it should provide you with a breakdown of the single and double precision throughput in flops.&lt;br /&gt;
&lt;br /&gt;
===GPU RAM===&lt;br /&gt;
RAM is the computer memory required to store all of the model data used during the computation. A computer has CPU RAM which is located on the motherboard and accessed from the CPU, and it has GPU RAM which is located on the GPU device and accessed from the GPU. The two memory storage systems are physically separate. &lt;br /&gt;
The amount of GPU RAM is one of two factors that will determine the size of the model that can be run (the other being CPU RAM). As a rule of thumb, approximately 5 million cells can be run per gigabyte (GB) of GPU RAM depending on the model features, e.g. a model with infiltration requires more memory due to the extra variables needed for the infiltration calculation. &lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
TUFLOW HPC on GPU hardware still uses the CPU to compute and store data (in CPU RAM) during model initialisation and for all 1D calculations. While we are working on improving our CPU RAM usage, currently we tend to find that CPU RAM is often the limiter to the size of the model domain you can run, particularly if using running over multiple GPU cards. During initialisation and simulation a model will typically require 4-6 times the amount of CPU RAM relative to GPU RAM. As an example, a model that utilises 11GB of GPU RAM (typical memory for high-end gaming card, and corresponds to about a 50 million cell model) the CPU RAM required during initialisation will typically be in range 44GB to 66GB. A model that fully utilises two 11 GB GPUs (i.e. a 100 million cell model) may require as much as 128GB of CPU RAM during initialisation. &lt;br /&gt;
&lt;br /&gt;
===CUDA Cores, GPU Clock speed, and FLOPs===&lt;br /&gt;
One way of reporting a GPU card&#039;s throughput is in Floating Point Operations per second (FLOPs). The more FLOPs, the more calculations that can get crunched per second and the faster the model should run. For any given generation of GPU, FLOPs are approximately proportional to number of CUDA cores times the GPU clock speed. However, there have been significant improvements in GPU architecture since the inception of CUDA, and this has contributed to increases in overall FLOPs performance beyond just the increases in cores and clock speed that have occurred over this time. &lt;br /&gt;
&lt;br /&gt;
===Multiple GPUs===&lt;br /&gt;
TUFLOW can use multiple GPU cards on a machine to run a single model. This is useful for models that are too large for a single GPU, or for running a model as quickly as possible. In general terms the run time benefit of using multiple cards increases with model size. &lt;br /&gt;
* TUFLOW HPC-GPU does not support SLI for inter-GPU communications. It does (as of build 2020-01-AA) auto detect and utilise peer-to-peer access over NVLink or PCI bus on the motherboard. Note that not all GPUs support peer-to-peer access.&lt;br /&gt;
* When using multiple GPUs it is best to use cards of similar memory and performance. While it is possible (as of build 2020-01-AA) to re-balance a model over multiple GPUs, we do not recommend using cards with vastly disparate performance.&lt;br /&gt;
* Sufficient cooling and power supply should be considered if multiple cards are used. When installed in adjacent PCI slots, the preference is to use rear vented cards rather than side vented to avoid blowing hot air onto the neighbouring cards (which could lead to overheating).&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=CPU Advice=&lt;br /&gt;
In general terms a more recent architecture, higher clock speed CPU with a large cache will perform better than a slower clock speed chip. This section discusses CPU RAM, RAM speed, Processor frequency, Multi-core processing and hyper-threading.&lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
The amount of CPU RAM will determine the size of the model that can be run or a number of models that can be run at one time. &lt;br /&gt;
Faster RAM will result in quicker runtimes, however this is usually a secondary consideration to chip speed, cache size and architecture.&lt;br /&gt;
&lt;br /&gt;
===CPU Cores===&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: The parallel processing is being done on the GPU card. However, TUFLOW HPC-GPU still uses the CPU for model initialisation and for 1D calculations. If multiple GPU cards are used, TUFLOW will use the equivalent number of CPU threads for controlling the GPUs and migrating data. So for a machine dedicated to HPC-GPU modelling, the number of CPU cores should be higher than the number of installed GPUs.&lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: HPC model can also be run on multiple CPU cores. For the comparison of simulation speed, please refer to [[Hardware_Benchmarking_Topic_HPC_on_CPU_vs_GPU | HPC on CPU vs GPU]].&lt;br /&gt;
* TUFLOW Classic: TUFLOW Classic simulation can only use one CPU core due to the implicit nature of the numerical solution, for more information see this TUFLOW forum post. More CPU cores will enable running more simulations at the same time most efficiently.&lt;br /&gt;
&lt;br /&gt;
===Hyperthreading===&lt;br /&gt;
https://fvwiki.tuflow.com/index.php?title=TUFLOW_FV_Parallel_Computing&lt;br /&gt;
&lt;br /&gt;
===Processor Frequency and RAM Frequency===&lt;br /&gt;
The frequency directly affects the run times. In general, the higher the frequency, the faster the model runs.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Storage Advice=&lt;br /&gt;
Solid state hard drives are preferred for temporary storage. Large data files can then be transferred to a more permanent location.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19254</id>
		<title>Hardware Selection Advice</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Hardware_Selection_Advice&amp;diff=19254"/>
		<updated>2021-01-12T09:51:50Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* The TUFLOW Software Suite */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;This page provides general hardware advice for running TUFLOW models on GPU or CPU. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File: Hardware_Configuration_001.jpg ||450px|right]]&lt;br /&gt;
&lt;br /&gt;
=Introduction=&lt;br /&gt;
We often get asked about the optimum computing setup to run TUFLOW models. While every model is different and will interact differently with your hardware there is some general advice that we can offer. In the sections below you will find more detailed advice on GPU and CPU but generally:&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
* The amount of RAM in your computer will be the limiter for the size of model you can to run. This applies to CPU RAM (TUFLOW Classic, TUFLOW FV and TUFLOW HPC with Hardware == CPU) and also GPU RAM (TUFLOW HPC with Hardware == GPU).&lt;br /&gt;
* The processing speed of your CPU, the architecture, cache size, speed and number of processors play a role. &lt;br /&gt;
* For GPU simulations, the number of CUDA cores, the core speed, GPU card architecture, memory speed and interfacing with the motherboard PCI lanes and CPU are all important. &lt;br /&gt;
* The system must be well cooled to avoid throttling.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=The TUFLOW Software Suite=&lt;br /&gt;
The TUFLOW Software suite has a range of solvers. Each interact differently with your hardware so pairing the correct solver (or the range of solvers you want to run) and hardware is an important consideration. A brief summary of each solver&#039;s needs is provided as follows:&amp;lt;br&amp;gt;&lt;br /&gt;
* TUFLOW Classic: A single model run can only use the CPU and cannot be run across multiple CPU cores or GPU hardware. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, architecture and cache size.  &lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: A single model run uses the CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is driven by the CPU speed, the number of cores available to be run in parallel, architecture and cache size.&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&lt;br /&gt;
* TUFLOW FV Run on CPU Hardware: A single model run uses CPU and is parallelised to run across multiple cores. In general terms: The maximum model size is dependent on the available CPU RAM and the runtime is determined by the CPU speed, the number of cores available to be run in parallel, chip architecture and cache size.&lt;br /&gt;
* TUFLOW FV Run on GPU Hardware: A single model run uses the GPU(s) for computation. In general terms: The maximum model size is dependent on the available GPU and CPU RAM and the runtime is driven by the CUDA core speed, the number of CUDA cores available and the GPU architecture. GPU performance is complex and is not easily inferred from GPU clock speed and number of cores, it is also very dependent on the ‘generation’ or architecture of GPU. As TUFLOW HPC requires some data exchange between GPU and CPU, the motherboard bus speeds and CPU speeds also play a role but typically a much lesser role compared to the GPU CUDA compute.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
On our &amp;lt;u&amp;gt;[[Hardware_Benchmarking_-_Results#CPU_Results | Hardware Benchmarking]]&amp;lt;/u&amp;gt; page you can compare recently run combinations of GPU, CPU and RAM with the system you are planning to purchase. We recommend that if building a computer that you seek advise from an appropriate computer hardware vendor who can advise on the compatibility and optimisation of your setup.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=GPU Advice=&lt;br /&gt;
TUFLOW HPC on GPU Hardware is typically our fastest solver for 1D/2D pipe and floodplain simulations. &lt;br /&gt;
* TUFLOW HPC supports CUDA enabled NVIDIA GPU cards. For list of supported CUDA enabled graphics cards please visit the &amp;lt;u&amp;gt;[https://developer.nvidia.com/cuda-gpus NVIDIA website]&amp;lt;/u&amp;gt;.&lt;br /&gt;
* TUFLOW HPC on GPU Hardware can be run in either single or double precision. However, for the vast majority of flood applications single precision is sufficient. We typically run our models on single precision. If you are unsure we recommend running with both the single and double precision solvers and comparing your results. &lt;br /&gt;
The precision solver you require will determine the type of GPU card that is best suited for your compute. For any given generation/architecture of cards, the “gaming” cards such as the GTX GeForce and RTX provide excellent single precision performance – typically comparable to that of the “scientific” cards such as the Tesla series. If double precision is required then the scientific cards are substantially faster, but these are also significantly more expensive. The Quadro series cards sit in between for both double precision performance and cost. When checking the specifications of the card it should provide you with a breakdown of the single and double precision throughput in flops.&lt;br /&gt;
&lt;br /&gt;
===GPU RAM===&lt;br /&gt;
RAM is the computer memory required to store all of the model data used during the computation. A computer has CPU RAM which is located on the motherboard and accessed from the CPU, and it has GPU RAM which is located on the GPU device and accessed from the GPU. The two memory storage systems are physically separate. &lt;br /&gt;
The amount of GPU RAM is one of two factors that will determine the size of the model that can be run (the other being CPU RAM). As a rule of thumb, approximately 5 million cells can be run per gigabyte (GB) of GPU RAM depending on the model features, e.g. a model with infiltration requires more memory due to the extra variables needed for the infiltration calculation. &lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
TUFLOW HPC on GPU hardware still uses the CPU to compute and store data (in CPU RAM) during model initialisation and for all 1D calculations. While we are working on improving our CPU RAM usage, currently we tend to find that CPU RAM is often the limiter to the size of the model domain you can run, particularly if using running over multiple GPU cards. During initialisation and simulation a model will typically require 4-6 times the amount of CPU RAM relative to GPU RAM. As an example, a model that utilises 11GB of GPU RAM (typical memory for high-end gaming card, and corresponds to about a 50 million cell model) the CPU RAM required during initialisation will typically be in range 44GB to 66GB. A model that fully utilises two 11 GB GPUs (i.e. a 100 million cell model) may require as much as 128GB of CPU RAM during initialisation. &lt;br /&gt;
&lt;br /&gt;
===CUDA Cores, GPU Clock speed, and FLOPs===&lt;br /&gt;
One way of reporting a GPU card&#039;s throughput is in Floating Point Operations per second (FLOPs). The more FLOPs, the more calculations that can get crunched per second and the faster the model should run. For any given generation of GPU, FLOPs are approximately proportional to number of CUDA cores times the GPU clock speed. However, there have been significant improvements in GPU architecture since the inception of CUDA, and this has contributed to increases in overall FLOPs performance beyond just the increases in cores and clock speed that have occurred over this time. &lt;br /&gt;
&lt;br /&gt;
===Multiple GPUs===&lt;br /&gt;
TUFLOW can use multiple GPU cards on a machine to run a single model. This is useful for models that are too large for a single GPU, or for running a model as quickly as possible. In general terms the run time benefit of using multiple cards increases with model size. &lt;br /&gt;
* TUFLOW HPC-GPU does not support SLI for inter-GPU communications. It does (as of build 2020-01-AA) auto detect and utilise peer-to-peer access over NVLink or PCI bus on the motherboard. Note that not all GPUs support peer-to-peer access.&lt;br /&gt;
* When using multiple GPUs it is best to use cards of similar memory and performance. While it is possible (as of build 2020-01-AA) to re-balance a model over multiple GPUs, we do not recommend using cards with vastly disparate performance.&lt;br /&gt;
* Sufficient cooling and power supply should be considered if multiple cards are used. When installed in adjacent PCI slots, the preference is to use rear vented cards rather than side vented to avoid blowing hot air onto the neighbouring cards (which could lead to overheating).&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=CPU Advice=&lt;br /&gt;
In general terms a more recent architecture, higher clock speed CPU with a large cache will perform better than a slower clock speed chip. This section discusses CPU RAM, RAM speed, Processor frequency, Multi-core processing and hyper-threading.&lt;br /&gt;
&lt;br /&gt;
===CPU RAM===&lt;br /&gt;
The amount of CPU RAM will determine the size of the model that can be run or a number of models that can be run at one time. &lt;br /&gt;
Faster RAM will result in quicker runtimes, however this is usually a secondary consideration to chip speed, cache size and architecture.&lt;br /&gt;
&lt;br /&gt;
===CPU Cores===&lt;br /&gt;
* TUFLOW HPC - Run on GPU Hardware: The parallel processing is being done on the GPU card. However, TUFLOW HPC-GPU still uses the CPU for model initialisation and for 1D calculations. If multiple GPU cards are used, TUFLOW will use the equivalent number of CPU threads for controlling the GPUs and migrating data. So for a machine dedicated to HPC-GPU modelling, the number of CPU cores should be higher than the number of installed GPUs.&lt;br /&gt;
* TUFLOW HPC - Run on CPU Hardware: HPC model can also be run on multiple CPU cores. For the comparison of simulation speed, please refer to [[Hardware_Benchmarking_Topic_HPC_on_CPU_vs_GPU | HPC on CPU vs GPU]].&lt;br /&gt;
* TUFLOW Classic: TUFLOW Classic simulation can only use one CPU core due to the implicit nature of the numerical solution, for more information see this TUFLOW forum post. More CPU cores will enable running more simulations at the same time most efficiently.&lt;br /&gt;
&lt;br /&gt;
===Hyperthreading===&lt;br /&gt;
https://fvwiki.tuflow.com/index.php?title=TUFLOW_FV_Parallel_Computing&lt;br /&gt;
&lt;br /&gt;
===Processor Frequency and RAM Frequency===&lt;br /&gt;
The frequency directly affects the run times. In general, the higher the frequency, the faster the model runs.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Storage Advice=&lt;br /&gt;
Solid state hard drives are preferred for temporary storage. Large data files can then be transferred to a more permanent location.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=TUFLOW_QGIS_Plugin&amp;diff=18775</id>
		<title>TUFLOW QGIS Plugin</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=TUFLOW_QGIS_Plugin&amp;diff=18775"/>
		<updated>2020-08-21T02:46:23Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Introduction */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
This page describes the process of installing and using the TUFLOW QGIS plugin. The Plugin is available via the official QGIS repository. The plugin is available for version 2.x and more recent. A previous version was available for QGIS 1.8, however, this is no longer being actively developed.&lt;br /&gt;
&amp;lt;br&amp;gt;  &lt;br /&gt;
&lt;br /&gt;
Please report any issues or feedback to support@tuflow.com.&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Installation of Plugin=&lt;br /&gt;
To enable the plugin please follow the instructions below:&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Download the plugin from the QGIS official repository,  &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; Manage and Install Plugins&#039;&#039;&#039;&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_000.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;In the manager, search for &amp;quot;TUFLOW&amp;quot;.&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Select TUFLOW, and &amp;quot;Install Plugin&amp;quot;.&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_001.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;Once enabled the plugin should be accessible from the &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; TUFLOW&#039;&#039;&#039; menu item:&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_003.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;Before using, check that the prerequisite python modules are also installed (see below).&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
== Prerequisites==&lt;br /&gt;
The TUFLOW plugin uses the following python modules which &#039;&#039;&#039;may&#039;&#039;&#039; need to be separately installed.  These may have been installed with other software, to check if they are installed on your machine: &lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Install the TUFLOW plugin (see instructions above)&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Open the TUFLOW plugin &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; TUFLOW&#039;&#039;&#039; &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Check that the required dependencies are installed from the menu. &#039;&#039;&#039;TUFLOW &amp;gt;&amp;gt; About &amp;gt;&amp;gt; Check Python Dependencies Installed&#039;&#039;&#039;.  &amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_004.PNG|600px]]&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
All going well you will get a notification to tell you that the required modules are installed. If not, you will be notified if you need to install either of the python modules below:&amp;lt;br&amp;gt;&lt;br /&gt;
Please ensure QGIS / python is installed before installing the below.&amp;lt;br&amp;gt;&lt;br /&gt;
* numpy (see http://sourceforge.net/projects/numpy/files/NumPy/1.6.1/numpy-1.6.1-win32-superpack-python2.7.exe/download)&lt;br /&gt;
* matplotlib (see http://sourceforge.net/projects/matplotlib/files/matplotlib/matplotlib-1.1.0/matplotlib-1.1.0.win32-py2.7.exe/download)&lt;br /&gt;
&lt;br /&gt;
=Usage=&lt;br /&gt;
Each function in the utility has a separate page documenting the usage. &lt;br /&gt;
&lt;br /&gt;
The first step for a project is to create the project / save the settings with the [[QGIS_TUFLOW_Create_Project | Create or Configure TUFLOW Project]] tool.  Subsequent tools rely on the information stored at this stage to work best. &lt;br /&gt;
&lt;br /&gt;
&#039;&#039;&#039;Editing Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Create_Project | Create or Configure TUFLOW Project]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Import_Empty | Import Empty (template GIS file)]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Increment_Layer | Increment Selected Layer]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Convert MapInfo file to Shapefile &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Convert MapInfo files in folder to Shapefile &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Run Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Run_TUFLOW | Run TUFLOW simulation]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Visualisation Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[TUFLOW_Viewer | TUFLOW Viewer (View 1D and 2D results)]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Styles | Applying TUFLOW styles]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;ARR2016 to TUFLOW&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_ARR2016_to_TUFLOW | Extract ARR2016 to TUFLOW]]&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;ReFH2 to TUFLOW&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_ReFH2_to_TUFLOW | ReFH2 to TUFLOW]]&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
If you encounter any issues with the plugin please email support@tuflow.com.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Main_Page&amp;diff=17914</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Main_Page&amp;diff=17914"/>
		<updated>2019-09-26T01:36:50Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;__NOTOC__&lt;br /&gt;
&amp;lt;span&amp;gt;[[File:TUFLOWNewLogo.jpg|250px|link=http://tuflow.com/|left|top|target=&amp;quot;_blank&amp;quot;]][[File:BMT logo (PowerPoint) Logo Only.png|200px|link=http://www.bmtwbm.com.au/|right]]&lt;br /&gt;
&amp;lt;center style=font-size:290%;color:#005581;background: white&amp;gt;TUFLOW Wiki Homepage&amp;lt;/center&amp;gt;&amp;lt;/span&amp;gt;&amp;lt;br clear=all&amp;gt;&lt;br /&gt;
This Wiki contains information relating to the flood and coastal simulation software TUFLOW Classic and TUFLOW HPC (Heavily Parallelised Compute). It is designed to be used in conjunction with the TUFLOW [https://www.tuflow.com/Download/TUFLOW/Releases/2018-03/TUFLOW%20Manual.2018-03.pdf  Manual], [http://www.tuflow.com/forum/index.php?act=idx Forum] and [https://www.tuflow.com/Default.aspx  Website] &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;!-- Start of quad-table section --&amp;gt;&lt;br /&gt;
{|style=&amp;quot;width:100%; border-spacing:8px; margin:0px 0px;&amp;quot;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;!-- Start of 1st quad-table --&amp;gt;&lt;br /&gt;
|style=&amp;quot;width:20%; border:1px solid #005581; vertical-align:top; color:#000; background:#B5CBDF;&amp;quot;|&lt;br /&gt;
{|width=&amp;quot;100%&amp;quot; cellpadding=&amp;quot;2&amp;quot; cellspacing=&amp;quot;5&amp;quot; style=&amp;quot;vertical-align:top; background:#B5CBDF;&amp;quot;&lt;br /&gt;
! &amp;lt;h2 style=&amp;quot;margin:0; background:#005581; font-size:120%; font-weight:bold; border:1px solid #005581; text-align:left; color:white; padding:0.2em 0.4em;&amp;quot;&amp;gt;TUFLOW Set-up and use&amp;lt;/h2&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
||&lt;br /&gt;
[[File:Wiki Homepage Start Here v2.PNG||150px|right]]&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;TUFLOW&amp;lt;/u&amp;gt;&#039;&#039;&#039;&lt;br /&gt;
* [[New_User_Installation_Guide| How to install TUFLOW]]&lt;br /&gt;
* [[TUFLOW_Licensing | How to configure a licence]]&lt;br /&gt;
* [[Tutorial_Model| How to build a TUFLOW model (tutorials)]]&lt;br /&gt;
* [[Running_TUFLOW | How to run a TUFLOW model]]&lt;br /&gt;
* [[TUFLOW_Utilities | Free pre/post-processing utilities]]&lt;br /&gt;
&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;TUFLOW Benchmarks&amp;lt;/u&amp;gt;&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
* [[TUFLOW_Benchmarking | TUFLOW Solution Accuracy Benchmarks]]&lt;br /&gt;
* [[Hardware_Benchmarking | Computer Hardware Speed Benchmarks]]&lt;br /&gt;
* [[Hardware_Benchmarking_(2018-03-AA) | Computer Hardware Speed Benchmarks - New 2018 Release Version]]&lt;br /&gt;
&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;Best Practice Guidance&amp;lt;/u&amp;gt;&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
* [[TUFLOW_Modelling_Webinars | Webinar Recordings]]&lt;br /&gt;
* [[TUFLOW_Modelling_Guidance | Other Useful Modelling Guidance]]&lt;br /&gt;
|}&amp;lt;!-- End of 1st quad-table --&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;!-- Start of 2nd quad-table --&amp;gt;&lt;br /&gt;
|style=&amp;quot;width:20%; border:1px solid #005581; vertical-align:top; color:#000; background:#B5CBDF;&amp;quot;|&lt;br /&gt;
{|width=&amp;quot;100%&amp;quot; cellpadding=&amp;quot;2&amp;quot; cellspacing=&amp;quot;5&amp;quot; style=&amp;quot;vertical-align:top; background:#B5CBDF;&amp;quot;&lt;br /&gt;
! &amp;lt;h2 style=&amp;quot;margin:0; background:#005581; font-size:120%; font-weight:bold; border:1px solid #005581; text-align:left; color:white; padding:0.2em 0.4em;&amp;quot;&amp;gt;Tutorial Models (TUFLOW Classic and HPC)&amp;lt;/h2&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
||&lt;br /&gt;
[[File:Wiki_Homepage_Blackboard_v2.PNG||200px|right]]&lt;br /&gt;
* [[Tutorial_Model|Tutorial Model Introduction]]&lt;br /&gt;
* [[Tutorial Module01|Module 1]]  (2D only)&lt;br /&gt;
* [[Tutorial Module02|Module 2]]  (1D Culverts)&lt;br /&gt;
* [[Tutorial Module03|Module 3]]  (2D Topography Updates)&lt;br /&gt;
* [[Tutorial Module04|Module 4]]  (1D Channel / 2D Floodplain)&lt;br /&gt;
* [[Tutorial Module05|Module 5]]  (Scenario / Logic Control)&lt;br /&gt;
* [[Tutorial Module06|Module 6]]  (Modelling Bridges)&lt;br /&gt;
* [[Tutorial Module07|Module 7]]  (Urban Pipe Modelling)&lt;br /&gt;
* [[Tutorial Module08|Module 8]]  (Direct Rainfall Modelling)&lt;br /&gt;
* [[Tutorial_Module09|Module 9]]  (Multiple Domain 2D-2D Model)&lt;br /&gt;
* [[Tutorial_Module10|Module 10]] (Managing Multiple Events)&lt;br /&gt;
* [[Tutorial_Module11|Module 11]] (Dam Break Modelling)&lt;br /&gt;
* [[Tutorial Module14|Module 14]] (Pump Modelling in 2D)&lt;br /&gt;
&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;!-- End of 2nd quad-table --&amp;gt;&lt;br /&gt;
&amp;lt;!-- Start of 3rd quad-table --&amp;gt;&lt;br /&gt;
|style=&amp;quot;width:20%; border:1px solid #005581; vertical-align:top; background:#B5CBDF;&amp;quot;|&lt;br /&gt;
{|width=&amp;quot;100%&amp;quot; cellpadding=&amp;quot;2&amp;quot; cellspacing=&amp;quot;5&amp;quot; style=&amp;quot;vertical-align:top; background:#B5CBDF;&amp;quot;&lt;br /&gt;
! &amp;lt;h2 style=&amp;quot;margin:0; background:#005581; font-size:120%; font-weight:bold; border:1px solid #005581; text-align:left; color:white; padding:0.2em 0.4em;&amp;quot;&amp;gt;TUFLOW Troubleshooting&amp;lt;/h2&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
||&lt;br /&gt;
[[File:Wiki Homepage Health.PNG|150px|right]]&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;Error/Warning Message Database&amp;lt;/u&amp;gt;&#039;&#039;&#039;&lt;br /&gt;
* [[TUFLOW_Message_How_To|About This Database]]&lt;br /&gt;
* [[0xxx TUFLOW Messages]]&lt;br /&gt;
* [[1xxx TUFLOW Messages]]&lt;br /&gt;
* [[2xxx TUFLOW Messages]]&lt;br /&gt;
* [[3xxx TUFLOW Messages]]&lt;br /&gt;
* [[9xxx TUFLOW Messages]]&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
* [[TUFLOW_Check_Files|TUFLOW Check Files]]&lt;br /&gt;
* [http://www.tuflow.com/forum/index.php?act=idx| TUFLOW Forum]&lt;br /&gt;
* [mailto:support@tuflow.com support@tuflow.com]&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;!-- End of 3rd quad-table --&amp;gt;&lt;br /&gt;
&amp;lt;!-- End of quad-table section --&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;!-- Start of new quad-table section --&amp;gt;&lt;br /&gt;
{|style=&amp;quot;width:100%; border-spacing:8px; margin:0px 0px;&amp;quot; &amp;lt;!-- Starts and separates overall section table --&amp;gt;&lt;br /&gt;
&amp;lt;!-- Start of 1st quad-table --&amp;gt;&lt;br /&gt;
|style=&amp;quot;width:30%; border:1px solid #005581; vertical-align:top; color:#000; background:#B5CBDF;&amp;quot;|&lt;br /&gt;
{|width=&amp;quot;100%&amp;quot; cellpadding=&amp;quot;2&amp;quot; cellspacing=&amp;quot;5&amp;quot; style=&amp;quot;vertical-align:top; background:#B5CBDF;&amp;quot;&lt;br /&gt;
! &amp;lt;h2 style=&amp;quot;margin:0; background:#005581; font-size:120%; font-weight:bold; border:1px solid #005581; text-align:center; color:white; padding:0.2em 0.4em;&amp;quot;&amp;gt;Downloads&amp;lt;/h2&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
||&lt;br /&gt;
&amp;lt;gallery mode=&amp;quot;packed-overlay&amp;quot; widths=100px heights=100px color:red&amp;gt;&lt;br /&gt;
Image:Mainpage_TUFLOW_Installer_Logo_001.PNG|[https://www.tuflow.com/Downloads.aspx DOWNLOAD TUFLOW CLICK HERE]&lt;br /&gt;
Image:Mainpage_TUFLOW_Release_Notes_001.PNG|[https://www.tuflow.com/Tuflow%20Documentation.aspx RELEASE NOTES]&lt;br /&gt;
Image:Mainpage_TUFLOW_Manual_003.PNG|[https://www.tuflow.com/Tuflow%20Documentation.aspx USER MANUAL]&lt;br /&gt;
Image:Wiki Homepage Free v2.PNG|[[New_User_Guide_Free_Demo_Version| TRY TUFLOW FOR FREE]]&lt;br /&gt;
&amp;lt;/gallery&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;!-- End of 1st quad-table --&amp;gt;&lt;br /&gt;
&amp;lt;!-- Start of 2nd single-table --&amp;gt;&lt;br /&gt;
|style=&amp;quot;width:30%; border:1px solid #005581; vertical-align:top; color:#000; background:#B5CBDF;&amp;quot;|&lt;br /&gt;
{|width=&amp;quot;100%&amp;quot; cellpadding=&amp;quot;2&amp;quot; cellspacing=&amp;quot;5&amp;quot; style=&amp;quot;vertical-align:top; background:#B5CBDF;&amp;quot;&lt;br /&gt;
! &amp;lt;h2 style=&amp;quot;margin:0; background:#005581; font-size:120%; font-weight:bold; border:1px solid #005581; text-align:center; color:white; padding:0.2em 0.4em;&amp;quot;&amp;gt; Recent Wiki Updates / New Content (click image to view)&amp;lt;/h2&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
||&lt;br /&gt;
{|&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; color:#000; background:#B5CBDF; padding:0.2em 0.4em; font-size:92%&amp;quot;|&lt;br /&gt;
&amp;lt;gallery mode=&amp;quot;packed-overlay&amp;quot; widths=110px heights=110px&amp;gt;&lt;br /&gt;
Image:QGIS_Instalation_Guide_Youtube_Picture.jpg|[[TUFLOW_Modelling_Webinars | Webinar: QGIS Configuration and Use Advice]]&lt;br /&gt;
Image:Notepad_Webinar_Cover.PNG|[[TUFLOW_Modelling_Webinars | Webinar: Notepad++ Configuration Advice]]&lt;br /&gt;
Image:Webinar_Calibration.PNG|[[TUFLOW_Modelling_Webinars | Webinar: Model Calibration]]&lt;br /&gt;
Image:ARR_2016_2.PNG | [[QGIS_ARR2016_to_TUFLOW | ARR 2016 to TUFLOW QGIS Tool]]&lt;br /&gt;
Image:YouTube Thumbnail.jpg | [[TUFLOW_Modelling_Webinars | Webinar: What 2D mesh resolution is necessary?]]&lt;br /&gt;
&amp;lt;/gallery&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;!-- End of 2nd single-table --&amp;gt;&lt;br /&gt;
&amp;lt;!-- End of quad-table section --&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
&amp;lt;!-- Start of new quad-table section --&amp;gt;&lt;br /&gt;
{|style=&amp;quot;width:100%; border-spacing:8px; margin:0px 0px;&amp;quot; &amp;lt;!-- Starts and separates overall section table --&amp;gt;&lt;br /&gt;
&amp;lt;!-- Start of 1st double-table --&amp;gt;&lt;br /&gt;
|style=&amp;quot;width:50%; border:1px solid #005581; vertical-align:top; color:#000; background:#B5CBDF;&amp;quot;|&lt;br /&gt;
{|width=&amp;quot;100%&amp;quot; cellpadding=&amp;quot;2&amp;quot; cellspacing=&amp;quot;5&amp;quot; style=&amp;quot;vertical-align:top; background:#B5CBDF;&amp;quot;&lt;br /&gt;
! &amp;lt;h2 style=&amp;quot;margin:0; background:#005581; font-size:120%; font-weight:bold; border:1px solid #005581; text-align:left; color:white; padding:0.2em 0.4em;&amp;quot;&amp;gt; Tips and Tricks&amp;lt;/h2&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
||&lt;br /&gt;
{|&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; color:#000; background:#B5CBDF; padding:0.2em 0.4em;&amp;quot;|&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;Text Editor/Spreadsheet Software&amp;lt;/u&amp;gt;&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
* [[Excel_Tips | Excel]]&lt;br /&gt;
* [[NotepadPlusPlus_Tips | Notepad ++]]&lt;br /&gt;
* [[TextPad_Tips | TextPad]]&lt;br /&gt;
* [[UltraEdit_Tips | UltraEdit]]&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;GIS Software&amp;lt;/u&amp;gt;&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
* [[12D_Model | 12D Model]]&lt;br /&gt;
* [[ArcGis_Tips | ArcGIS]]&lt;br /&gt;
* [[Ensight_Tips | Ensight]]&lt;br /&gt;
* [[GeoRiver_Tips|GeoRiver]]&lt;br /&gt;
* [[Google_Earth_Tips | Google Earth]]&lt;br /&gt;
* [[MapInfo_Tips | MapInfo / Vertical Mapper / Encom Discover]]&lt;br /&gt;
* [[QGIS_Tips | QGIS (Previously Quantum GIS)]]&lt;br /&gt;
* [[SMS_Tips | SMS]]&lt;br /&gt;
* [[SAGA_Tips | SAGA]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; color:#000; background:#B5CBDF; padding:0.2em 0.4em;&amp;quot;|&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;Model Conversions&amp;lt;/u&amp;gt;&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
* EPA SWMM to TUFLOW           (coming soon)&lt;br /&gt;
* [[FLO2D_to_TUFLOW | FLO2D to TUFLOW]] &lt;br /&gt;
* [[HEC-RAS_to_TUFLOW | HEC-RAS to TUFLOW]]&lt;br /&gt;
* [[MIKE_Flood_to_TUFLOW|MIKE Flood to TUFLOW]]&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;Other&amp;lt;/u&amp;gt;&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
* [[DOS_Window_Tips | DOS Window]]&lt;br /&gt;
* [[Windows_Tips|Windows]]&lt;br /&gt;
* [[TUFLOW_Utilities | TUFLOW Utilities]]&lt;br /&gt;
* Python (Coming Soon)&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;!-- End of 1st new quad-table --&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;!-- Start of 2nd new quad-table --&amp;gt;&lt;br /&gt;
|style=&amp;quot;width:50%; border:1px solid #005581; vertical-align:top; color:white; background:#B5CBDF;&amp;quot;| &amp;lt;!-- Stlyes following double table section --&amp;gt;&lt;br /&gt;
{|width=&amp;quot;100%&amp;quot; cellpadding=&amp;quot;2&amp;quot; cellspacing=&amp;quot;5&amp;quot; style=&amp;quot;vertical-align:top; background:#B5CBDF;&amp;quot;&lt;br /&gt;
! &amp;lt;h2 style=&amp;quot;margin:0; background:#005581; font-size:120%; font-weight:bold; border:1px solid #005581; text-align:left; color:white; padding:0.2em 0.4em;&amp;quot;&amp;gt;Demo/Example Models&amp;lt;/h2&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
||&lt;br /&gt;
{|&lt;br /&gt;
|style=&amp;quot;width:50% vertical-align:top; color:#000; background:#B5CBDF; padding:0em 1em;&amp;quot;|&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;Example Models&amp;lt;/u&amp;gt;&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
The example models are a set of 80 standalone&amp;lt;br&amp;gt; models that demonstrate some of the most widely&amp;lt;br&amp;gt; used features of TUFLOW. They are separated&amp;lt;br&amp;gt; into the following categories:&amp;lt;br&amp;gt;&lt;br /&gt;
* [[Example_Models_Home_page| Basic 2D model]]&lt;br /&gt;
* [[Example_Models_Home_page|Output options]]&lt;br /&gt;
* [[Example_Models_Home_page|Boundary Condition Options]]&lt;br /&gt;
* [[Example_Models_Home_page|Topography Updates]]&lt;br /&gt;
* [[Example_Models_Home_page|Loss Options]]&lt;br /&gt;
* [[Example_Models_Home_page|Scenario/Event Management]]&lt;br /&gt;
* [[Example_Models_Home_page|Bridges]]&lt;br /&gt;
* [[Example_Models_Home_page|1D/2D modelling]]&lt;br /&gt;
* [[Example_Models_Home_page|1D Operating Structures]]&lt;br /&gt;
* [[Example_Models_Home_page|2D/2D Modeling]]&lt;br /&gt;
* [[Example_Models_Home_page|TUFLOW HPC (Including GPU Hardware)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; horizontal-align:right color:#000; background:#B5CBDF; padding:0em 1em;&amp;quot;|&lt;br /&gt;
&lt;br /&gt;
&#039;&#039;&#039;&amp;lt;u&amp;gt;Floodplain Management Association Challenge Models&amp;lt;/u&amp;gt;&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
The following models were created as part of the Floodplain Management Association 2012 Annual Conference 2-D Modelling Challenge:&lt;br /&gt;
* [[FMA_Challenge_Models_Introduction | FMA Challenge Models Introduction]]&lt;br /&gt;
* [[FMA Challenge 1 (1D-2D linked)|FMA Challenge 1]] (FMA Challenge 1D-2D linked)&lt;br /&gt;
* [[FMA Challenge 2|FMA Challenge 2]] (2D only, TUFLOW and TUFLOW-GPU)&lt;br /&gt;
* [[FMA Challenge 3|FMA Challenge 3]] (1D-2D, including infiltration) &lt;br /&gt;
|}&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;!-- End of 2nd quad-table --&amp;gt;&lt;br /&gt;
|}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=QGIS_TUFLOW_Run_TUFLOW&amp;diff=17793</id>
		<title>QGIS TUFLOW Run TUFLOW</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=QGIS_TUFLOW_Run_TUFLOW&amp;diff=17793"/>
		<updated>2019-08-20T11:26:10Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Start a TUFLOW simulation.  The default control file is the most recent file in the TUFLOW\runs\ folder, the default executable is defined in the [[QGIS_TUFLOW_Create_Project | Configure / Create TUFLOW project]]. If the [[QGIS_TUFLOW_Create_Project | Configure / Create TUFLOW project]] tool has not been run, no default values exist, and you will need to select the TUFLOW executable and also the input control file.&amp;lt;br&amp;gt;&lt;br /&gt;
As of QGIS 3.6 the Plugin also has functionality to run TUFLOW FV models.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The process to run a TUFLOW FV model is analagous to TUFLOW but pointing to the TUFLOWFV\runs folder, the relevant *.fvc file (not *.tcf) and the TUFLOW FV executable. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:QgisTuflow RunTUFLOW01.JPG]]&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=QGIS_TUFLOW_Run_TUFLOW&amp;diff=17792</id>
		<title>QGIS TUFLOW Run TUFLOW</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=QGIS_TUFLOW_Run_TUFLOW&amp;diff=17792"/>
		<updated>2019-08-20T11:25:20Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Start a TUFLOW simulation.  The default control file is the most recent file in the TUFLOW\runs\ folder, the default executable is defined in the [[QGIS_TUFLOW_Create_Project | Configure / Create TUFLOW project]]. If the [[QGIS_TUFLOW_Create_Project | Configure / Create TUFLOW project]] tool has not been run, no default values exist, and you will need to select the TUFLOW executable and also the input control file.&amp;lt;br&amp;gt;&lt;br /&gt;
As of QGIS 3.6 the Plugin also has functionality to run TUFLOW FV models.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The process to run a TUFLOW FV model is analagous to TUFLOW but typically pointing at the TUFLOWFV\runs folder, the relavent *.fvc file (not *.tcf) and the TUFLOW FV executable. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:QgisTuflow RunTUFLOW01.JPG]]&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=QGIS_TUFLOW_Run_TUFLOW&amp;diff=17791</id>
		<title>QGIS TUFLOW Run TUFLOW</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=QGIS_TUFLOW_Run_TUFLOW&amp;diff=17791"/>
		<updated>2019-08-20T11:24:49Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Start a TUFLOW simulation.  The default control file is the most recent file in the TUFLOW\runs\ folder, the default executable is defined in the [[QGIS_TUFLOW_Create_Project | Configure / Create TUFLOW project]]. If the [[QGIS_TUFLOW_Create_Project | Configure / Create TUFLOW project]] tool has not been run, no default values exist, and you will need to select the TUFLOW executable and also the input control file.&amp;lt;br&amp;gt;&lt;br /&gt;
As of QGIS 3.6 the Plugin also has functionality to run TUFLOW FV models.&amp;lt;br&amp;gt;&lt;br /&gt;
The process to run a TUFLOW FV model is analagous to TUFLOW but typically pointing at the TUFLOWFV\runs folder, the relavent *.fvc file (not *.tcf) and the TUFLOW FV executable. &lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:QgisTuflow RunTUFLOW01.JPG]]&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=QGIS_TUFLOW_Run_TUFLOW&amp;diff=17790</id>
		<title>QGIS TUFLOW Run TUFLOW</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=QGIS_TUFLOW_Run_TUFLOW&amp;diff=17790"/>
		<updated>2019-08-20T11:24:09Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Start a TUFLOW simulation.  The default control file is the most recent file in the TUFLOW\runs\ folder, the default executable is defined in the [[QGIS_TUFLOW_Create_Project | Configure / Create TUFLOW project]]. If the [[QGIS_TUFLOW_Create_Project | Configure / Create TUFLOW project]] tool has not been run, no default values exist, and you will need to select the TUFLOW executable and also the input control file.&amp;lt;br&amp;gt;&lt;br /&gt;
As of QGIS 3.6 the Plugin also has functionality to run TUFLOW FV models. The process to run TUFLOW FV is analagous to TUFLOW but typically pointing at the TUFLOWFV\runs folder, the relavent *.fvc file (not *.tcf) and the TUFLOW FV executable. &lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:QgisTuflow RunTUFLOW01.JPG]]&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=TUFLOW_QGIS_Plugin&amp;diff=17789</id>
		<title>TUFLOW QGIS Plugin</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=TUFLOW_QGIS_Plugin&amp;diff=17789"/>
		<updated>2019-08-20T11:19:37Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Usage */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
This page describes the process of installing and using the TUFLOW QGIS plugin. The Plugin is available via the official QGIS repository. The plugin is available for version 2.x. A previous version was available for QGIS 1.8, however, this is no longer being actively developed.&lt;br /&gt;
&amp;lt;br&amp;gt;  &lt;br /&gt;
&lt;br /&gt;
Please report any issues or feedback to support@tuflow.com.&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Installation of Plugin=&lt;br /&gt;
To enable the plugin please follow the instructions below:&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Download the plugin from the QGIS official repository,  &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; Manage and Install Plugins&#039;&#039;&#039;&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_000.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;In the manager, search for &amp;quot;TUFLOW&amp;quot;.&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Select TUFLOW, and &amp;quot;Install Plugin&amp;quot;.&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_001.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;Once enabled the plugin should be accessible from the &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; TUFLOW&#039;&#039;&#039; menu item:&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_003.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;Before using, check that the prerequisite python modules are also installed (see below).&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
== Prerequisites==&lt;br /&gt;
The TUFLOW plugin uses the following python modules which &#039;&#039;&#039;may&#039;&#039;&#039; need to be separately installed.  These may have been installed with other software, to check if they are installed on your machine: &lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Install the TUFLOW plugin (see instructions above)&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Open the TUFLOW plugin &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; TUFLOW&#039;&#039;&#039; &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Check that the required dependencies are installed from the menu. &#039;&#039;&#039;TUFLOW &amp;gt;&amp;gt; About &amp;gt;&amp;gt; Check Python Dependencies Installed&#039;&#039;&#039;.  &amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_004.PNG|600px]]&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
All going well you will get a notification to tell you that the required modules are installed. If not, you will be notified if you need to install either of the python modules below:&amp;lt;br&amp;gt;&lt;br /&gt;
Please ensure QGIS / python is installed before installing the below.&amp;lt;br&amp;gt;&lt;br /&gt;
* numpy (see http://sourceforge.net/projects/numpy/files/NumPy/1.6.1/numpy-1.6.1-win32-superpack-python2.7.exe/download)&lt;br /&gt;
* matplotlib (see http://sourceforge.net/projects/matplotlib/files/matplotlib/matplotlib-1.1.0/matplotlib-1.1.0.win32-py2.7.exe/download)&lt;br /&gt;
&lt;br /&gt;
=Usage=&lt;br /&gt;
Each function in the utility has a separate page documenting the usage. &lt;br /&gt;
&lt;br /&gt;
The first step for a project is to create the project / save the settings with the [[QGIS_TUFLOW_Create_Project | Create or Configure TUFLOW Project]] tool.  Subsequent tools rely on the information stored at this stage to work best. &lt;br /&gt;
&lt;br /&gt;
&#039;&#039;&#039;Editing Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Create_Project | Create or Configure TUFLOW Project]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Import_Empty | Import Empty (template GIS file)]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Increment_Layer | Increment Selected Layer]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Convert MapInfo file to Shapefile &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Convert MapInfo files in folder to Shapefile &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Run Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Run_TUFLOW | Run TUFLOW simulation]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Visualisation Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[TUFLOW_Viewer | TUFLOW Viewer (View 1D and 2D results)]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Styles | Applying TUFLOW styles]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;ARR2016 to TUFLOW&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_ARR2016_to_TUFLOW | Extract ARR2016 to TUFLOW]]&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
If you encounter any issues with the plugin please email support@tuflow.com.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=TUFLOW_QGIS_Plugin&amp;diff=17788</id>
		<title>TUFLOW QGIS Plugin</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=TUFLOW_QGIS_Plugin&amp;diff=17788"/>
		<updated>2019-08-20T11:17:40Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Usage */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
This page describes the process of installing and using the TUFLOW QGIS plugin. The Plugin is available via the official QGIS repository. The plugin is available for version 2.x. A previous version was available for QGIS 1.8, however, this is no longer being actively developed.&lt;br /&gt;
&amp;lt;br&amp;gt;  &lt;br /&gt;
&lt;br /&gt;
Please report any issues or feedback to support@tuflow.com.&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=Installation of Plugin=&lt;br /&gt;
To enable the plugin please follow the instructions below:&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Download the plugin from the QGIS official repository,  &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; Manage and Install Plugins&#039;&#039;&#039;&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_000.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;In the manager, search for &amp;quot;TUFLOW&amp;quot;.&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt;Select TUFLOW, and &amp;quot;Install Plugin&amp;quot;.&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_001.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;Once enabled the plugin should be accessible from the &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; TUFLOW&#039;&#039;&#039; menu item:&amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_003.PNG|400px]]&lt;br /&gt;
&amp;lt;li&amp;gt;Before using, check that the prerequisite python modules are also installed (see below).&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
== Prerequisites==&lt;br /&gt;
The TUFLOW plugin uses the following python modules which &#039;&#039;&#039;may&#039;&#039;&#039; need to be separately installed.  These may have been installed with other software, to check if they are installed on your machine: &lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Install the TUFLOW plugin (see instructions above)&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Open the TUFLOW plugin &#039;&#039;&#039;Plugins &amp;gt;&amp;gt; TUFLOW&#039;&#039;&#039; &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Check that the required dependencies are installed from the menu. &#039;&#039;&#039;TUFLOW &amp;gt;&amp;gt; About &amp;gt;&amp;gt; Check Python Dependencies Installed&#039;&#039;&#039;.  &amp;lt;/li&amp;gt;&lt;br /&gt;
[[File:QGIS_TUFLOW_004.PNG|600px]]&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
All going well you will get a notification to tell you that the required modules are installed. If not, you will be notified if you need to install either of the python modules below:&amp;lt;br&amp;gt;&lt;br /&gt;
Please ensure QGIS / python is installed before installing the below.&amp;lt;br&amp;gt;&lt;br /&gt;
* numpy (see http://sourceforge.net/projects/numpy/files/NumPy/1.6.1/numpy-1.6.1-win32-superpack-python2.7.exe/download)&lt;br /&gt;
* matplotlib (see http://sourceforge.net/projects/matplotlib/files/matplotlib/matplotlib-1.1.0/matplotlib-1.1.0.win32-py2.7.exe/download)&lt;br /&gt;
&lt;br /&gt;
=Usage=&lt;br /&gt;
Each function in the utility has a separate page documenting the usage. &lt;br /&gt;
&lt;br /&gt;
The first step for a project is to create the project / save the settings with the [[QGIS_TUFLOW_Create_Project | Create or Configure TUFLOW Project]] tool.  Subsequent tools rely on the information stored at this stage to work best. &lt;br /&gt;
&lt;br /&gt;
&#039;&#039;&#039;Editing Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Create_Project | Create or Configure TUFLOW Project]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Import_Empty | Import Empty (template GIS file)]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Increment_Layer | Increment Selected Layer]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Convert MapInfo file to Shapefile &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; Convert MapInfo files in folder to Shapefile &amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Run Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Run_TUFLOW | Run TUFLOW or TUFLOW FV simulation]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Visualisation Tools&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[TUFLOW_Viewer | TUFLOW Viewer (View 1D and 2D results)]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_TUFLOW_Styles | Applying TUFLOW styles]]&amp;lt;/li&amp;gt;&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;ARR2016 to TUFLOW&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;ol&amp;gt;&lt;br /&gt;
&amp;lt;li&amp;gt; [[QGIS_ARR2016_to_TUFLOW | Extract ARR2016 to TUFLOW]]&lt;br /&gt;
&amp;lt;/ol&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
If you encounter any issues with the plugin please email support@tuflow.com.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=TUFLOW_Licensing&amp;diff=17678</id>
		<title>TUFLOW Licensing</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=TUFLOW_Licensing&amp;diff=17678"/>
		<updated>2019-05-16T03:50:25Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Introduction */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
A TUFLOW dongle is required to run TUFLOW, but is not required when using third party software such as a GIS, text editor or SMS.&lt;br /&gt;
As of 2010, two brands of dongles are available from BMT, and several third-party dongles are supported that are licensed and maintained by on-sellers of TUFLOW.  For the latter, please refer to the vendor’s documentation for setting up the dongle. &amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
BMT WBM dongles are either:&amp;lt;br&amp;gt;&lt;br /&gt;
* [[Wibu_Dongles | WIBU (metal) dongles]]; or&lt;br /&gt;
* [[Softlok_Dongles | Softlok (blue) dongles]]&lt;br /&gt;
&lt;br /&gt;
==WIBI Dongles==&lt;br /&gt;
&lt;br /&gt;
WIBU Codemeter dongles were introduced in 2010 and support 64-bit platforms. They have several advantages over the Softlok dongles: &amp;lt;br&amp;gt;&lt;br /&gt;
* Support for 64-bit platforms and future options for non-Windows platforms;&lt;br /&gt;
* Network licence manager runs as a service (ie. the computer with the network dongle needs to be on, but no one needs to be logged in);&lt;br /&gt;
* Much more flexible licensing options (for example, it is now possible to have a Network 10 TUFLOW licence with a Network 5 Multiple 2D Domains Module licence – with the SoftLok dongles a Network 10 Multiple 2D Domains Module would have to have been purchased);&lt;br /&gt;
* Multiple WIBU dongles (local and/or network licensed) are accessible together (ie. if all licences from one dongle are taken, licences from other dongles are automatically checked and taken);&lt;br /&gt;
* No network ghost licences (thus far!); and&lt;br /&gt;
* No need for TUFLOW to control limiting of local licences (TUFLOW’s run key is not used if the number of CPUs/cores exceeds the local licence limit).&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Note, for the 2009-07, 2008-08, 2007-07 and 2006-06 releases, the “DB” builds or later will need to be used to recognise a WIBU Codemeter dongle.&#039;&#039;&#039;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
For further information and installation instructions, refer to the dedicated Wiki page [[Wibu_Dongles | here]]. &lt;br /&gt;
&lt;br /&gt;
== Softlok Dongles ==&lt;br /&gt;
&lt;br /&gt;
Softlok dongles are no longer issued as of August 2010 as they are unable to provide 64-bit support, however the dongles continue to be supported for 32-bit versions of TUFLOW. Softlok dongles may be exchanged for a WIBU dongle for a nominal fee. Please contact [mailto:sales@tuflow.com sales@tuflow.com]. For further information and installation instructions, refer to the dedicated Wiki page [[Softlok_Dongles | here]].&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Hardware_Benchmarking_-_Results&amp;diff=17185</id>
		<title>Hardware Benchmarking - Results</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Hardware_Benchmarking_-_Results&amp;diff=17185"/>
		<updated>2019-01-11T06:22:09Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* GPU Results */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=CPU Results=&lt;br /&gt;
The following table summarises the runtimes for a range of computers.  More will be added when additional results are obtained.  The table is ordered based on the combined 20m Classic and HPC CPU runtimes, with the fastest computers at the top of the table.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Runtimes for CPU benchmarks&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Processor Name&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=12.5% | Processor Frequency (GHz)**&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=8% | RAM size (GB)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=8% | RAM frequency (MHz)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Classic 20m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | HPC CPU 20m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime Combined (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#C5C5C5; font-weight:bold; color:white;&amp;quot; width=8% | System Name&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz||3.7||64||3000||55.7||186.2||241.9||RHS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz||3.7||32||2933||62.1||192.8||254.9||DS2&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz||4.2||64||2133||67.5||208.6||276.1||SKI&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz||4.2||64||2133||70.5||218.8||289.3||PMO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i9-7900X CPU @ 3.30GHz||3.3||32||2400||80.5||221.9||302.4||JM1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700 CPU @ 3.60GHz||3.6||16||2400||72.8||230.6||303.4||RSH&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-4790K CPU @ 4.00GHz||4.0||32||2400||91.2||223.3||314.5||BRD&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E5-1630 v4 @ 3.70GHz||3.7||64||2400||84.5||236.6||321.2||DS1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6900K CPU @ 3.20GHz||3.2||128||2133||83.4||243.1||326.5||BLK&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6800K CPU @ 3.40GHz||3.4||128||2400||85.3||247.7||332.9||615&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5960X CPU @ 3.00GHz||3.0||64||2400||106.3||226.7||333.0||MRT&lt;br /&gt;
|-&lt;br /&gt;
|AMD Ryzen Threadripper 1950X 16-Core Processor||3.4||16||2666||81.9||277.3||359.2||CEV&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6700 CPU @ 3.40GHz||3.4||64||2133||82.3||289.8||372.1||JIW&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-4810MQ CPU @ 2.80GHz||2.8||32||1600||119.7||280.8||400.5||SBC&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5820K CPU @ 3.30GHz||3.3||64||2133||118.2||287.8||406.0||ZDO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7500U CPU @ 2.70GHz||2.7||16||2133||90.4||321.7||412.1||EAS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i9-7900X CPU @ 3.30GHz||3.3||16||2133||84.8||336.9||421.7||JM2&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5960X CPU @ 3.00GHz||3.0||64||2133||100.3||323||423.3||MON&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E3-1240 V2 @ 3.40GHz||3.4||32||1600||126.4||299.7||426.1||MAV&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5600U CPU @ 2.60GHz||2.6||24||1600||100.5||378.6||479.1||CDH&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU X5680  @ 3.33GHz||3.33||72||1333||165.7||400.6||566.3||WTM&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=GPU Results=&lt;br /&gt;
The following table summarises the runtimes for a range of computers.  More will be added when additional results are obtained.  The table is ordered based on the combined 20m and 10m runtimes with the fastest computers at the top of the table.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
The HPC GPU benchmark only uses a single GPU card.  TUFLOW HPC GPU can be run across multiple nVidia GPU devices.  However, the benefits of these are typically more noticeable for larger models with more than 1 million cells.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Runtimes for GPU benchmarks&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=23% | Processor Name&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=15% | Graphic Card&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=5% | GPU RAM (GB)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=8% | Number of CUDA Cores*&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 20m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 10m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Combined Runtime (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#C5C5C5; font-weight:bold; color:white;&amp;quot; width=10% | System Name&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6700k @ 4.00GHz ||NVIDIA GeForce RTX 2080 Ti||11||4352 ||5.7||27.7||33.4||Vladdo&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6700k @ 4.00GHz ||NVIDIA GeForce RTX 2080||8||2944||6.0||31.9||37.9||AestiNeko&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E5-1620 v3 @ 3.50GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||6.4||35.8||42.2||JS1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||6.1||37.1||43.2||RHS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||6.5||37.4||43.8||PMO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6800K CPU @ 3.40GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||7.8||39.1||46.9||615&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6900K CPU @ 3.20GHz ||NVIDIA GeForce GTX 1080||8||2560||8.0||47.4||55.3||BLK&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i9-7900X CPU @ 3.30GHz ||NVIDIA GeForce GTX 1080||8||2560||8.5||48.9||57.3||JM1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz ||NVIDIA GeForce GTX 1070||8||1920||8.2||51.9||60.0||SKI&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E5-1630 v4 @ 3.70GHz ||NVIDIA GeForce GTX 1070||8||1920||10.3||59.3||69.5||DS1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz ||NVIDIA Quadro P4000||8||1792||10.0||62.3||72.3||DS2&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5820K CPU @ 3.30GHz ||NVIDIA GeForce GTX 980||4||2048||11.8||70.6||82.3||ZDO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700 CPU @ 3.60GHz ||NVIDIA GeForce GTX 1060||6||1280||13.0||77.1||90.1||RSH&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5960X CPU @ 3.00GHz ||NVIDIA GeForce GTX 980||4||2048||17.5||84.2||101.7||MRT&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E3-1240 V2 @ 3.40GHz ||NVIDIA GeForce GTX 690||2||3072||18.4||114.4||132.8||MAV&lt;br /&gt;
|-&lt;br /&gt;
|AMD Ryzen Threadripper 1950X 16-Core Processor ||NVIDIA GeForce GTX 960||4||1024||18.6||123.3||141.6||CEV&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8750H CPU @ 2.20GHz||NVIDIA GeForce GTX 1050 Ti (Laptop)||4||768||21.1||133.8||154.9||MJS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i9-7900X CPU @ 3.30GHz||NVIDIA GeForce GTX 1050||2||640||20.6||139.1||159.7||JM2&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6700 CPU @ 3.40GHz ||NVIDIA Quadro K2200||4||640||32.5||211.3||243.8||JIW&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7500U CPU @ 2.70GHz ||NVIDIA GeForce GTX 940MX||2||384||65.6||479.0||544.6||EAS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5600U CPU @ 2.60GHz||NVIDIA GeForce 840M||2||384||70.6||526.3||595.9||CDH&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;pre&amp;gt; * it is noted that the number of CUDA cores is not provided as an output from the &#039;&#039;&#039;dxdiag&#039;&#039;&#039; command and this information has been sourced from the nvidia website.&lt;br /&gt;
** The output  cpu.txt only provides the &#039;out of the box&#039; processor speed. If you have overclocked your cpu, then please send these details through to TUFLOW Support so we can add the correct clock speed.  &amp;lt;/pre&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=High End GPU Results=&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
A number of additional benchmarking tests have been completed on a 5m and 2.5m model on a single GPU card. &lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=23% | Processor Name&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=15% | Graphic Card&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=5% | GPU RAM (GB)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=8% | Number of CUDA Cores*&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 5m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 2.5m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 1.25m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Combined Runtime (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#C5C5C5; font-weight:bold; color:white;&amp;quot; width=10% | System Name&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E5-1620 v3 @ 3.50GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||298.9||2290.1||-||2589.0||JS1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6800K CPU @ 3.40GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||311.3||2345.1||-||2656.4||615&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||308.7||2384.7||-||2693.4||RHS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||311.9||2404.9||-||2716.7||PMO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6900K CPU @ 3.20GHz ||NVIDIA GeForce GTX 1080||8||2560||439.0||3379.3||-||3818.2||BLK&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz ||NVIDIA GeForce GTX 1070||8||1920||475.5||3788.2||-||4263.7||SKI&lt;br /&gt;
|-&lt;br /&gt;
|||||||||||||||||AAA&lt;br /&gt;
|-&lt;br /&gt;
|||||||||||||||||AAA&lt;br /&gt;
|-&lt;br /&gt;
|||||||||||||||||AAA&lt;br /&gt;
|-&lt;br /&gt;
|||||||||||||||||AAA&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;pre&amp;gt; * it is noted that the number of CUDA cores is not provided as an output from the &#039;&#039;&#039;dxdiag&#039;&#039;&#039; command and this information has been sourced from the nvidia website.&lt;br /&gt;
** The output  cpu.txt only provides the &#039;out of the box&#039; processor speed. If you have overclocked your cpu, then please send these details through to TUFLOW Support so we can add the correct clock speed.  &amp;lt;/pre&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[Hardware_Benchmarking_(2018-03-AA) | Back to TUFLOW Benchmarking]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Hardware_Benchmarking_-_Results&amp;diff=17184</id>
		<title>Hardware Benchmarking - Results</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Hardware_Benchmarking_-_Results&amp;diff=17184"/>
		<updated>2019-01-11T06:18:29Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* GPU Results */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=CPU Results=&lt;br /&gt;
The following table summarises the runtimes for a range of computers.  More will be added when additional results are obtained.  The table is ordered based on the combined 20m Classic and HPC CPU runtimes, with the fastest computers at the top of the table.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Runtimes for CPU benchmarks&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Processor Name&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=12.5% | Processor Frequency (GHz)**&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=8% | RAM size (GB)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=8% | RAM frequency (MHz)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Classic 20m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | HPC CPU 20m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime Combined (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#C5C5C5; font-weight:bold; color:white;&amp;quot; width=8% | System Name&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz||3.7||64||3000||55.7||186.2||241.9||RHS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz||3.7||32||2933||62.1||192.8||254.9||DS2&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz||4.2||64||2133||67.5||208.6||276.1||SKI&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz||4.2||64||2133||70.5||218.8||289.3||PMO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i9-7900X CPU @ 3.30GHz||3.3||32||2400||80.5||221.9||302.4||JM1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700 CPU @ 3.60GHz||3.6||16||2400||72.8||230.6||303.4||RSH&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-4790K CPU @ 4.00GHz||4.0||32||2400||91.2||223.3||314.5||BRD&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E5-1630 v4 @ 3.70GHz||3.7||64||2400||84.5||236.6||321.2||DS1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6900K CPU @ 3.20GHz||3.2||128||2133||83.4||243.1||326.5||BLK&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6800K CPU @ 3.40GHz||3.4||128||2400||85.3||247.7||332.9||615&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5960X CPU @ 3.00GHz||3.0||64||2400||106.3||226.7||333.0||MRT&lt;br /&gt;
|-&lt;br /&gt;
|AMD Ryzen Threadripper 1950X 16-Core Processor||3.4||16||2666||81.9||277.3||359.2||CEV&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6700 CPU @ 3.40GHz||3.4||64||2133||82.3||289.8||372.1||JIW&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-4810MQ CPU @ 2.80GHz||2.8||32||1600||119.7||280.8||400.5||SBC&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5820K CPU @ 3.30GHz||3.3||64||2133||118.2||287.8||406.0||ZDO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7500U CPU @ 2.70GHz||2.7||16||2133||90.4||321.7||412.1||EAS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i9-7900X CPU @ 3.30GHz||3.3||16||2133||84.8||336.9||421.7||JM2&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5960X CPU @ 3.00GHz||3.0||64||2133||100.3||323||423.3||MON&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E3-1240 V2 @ 3.40GHz||3.4||32||1600||126.4||299.7||426.1||MAV&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5600U CPU @ 2.60GHz||2.6||24||1600||100.5||378.6||479.1||CDH&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU X5680  @ 3.33GHz||3.33||72||1333||165.7||400.6||566.3||WTM&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=GPU Results=&lt;br /&gt;
The following table summarises the runtimes for a range of computers.  More will be added when additional results are obtained.  The table is ordered based on the combined 20m and 10m runtimes with the fastest computers at the top of the table.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
The HPC GPU benchmark only uses a single GPU card.  TUFLOW HPC GPU can be run across multiple nVidia GPU devices.  However, the benefits of these are typically more noticeable for larger models with more than 1 million cells.&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&#039;&#039;&#039;Runtimes for GPU benchmarks&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=23% | Processor Name&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=15% | Graphic Card&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=5% | GPU RAM (GB)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=8% | Number of CUDA Cores*&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 20m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 10m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Combined Runtime (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#C5C5C5; font-weight:bold; color:white;&amp;quot; width=10% | System Name&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6700k @ 4.00GHz ||NVIDIA GeForce RTX 2080 Ti||11||4352 ||5.7||27.7||33.4||Vladdo&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6700k @ 4.00GHz ||NVIDIA GeForce RTX 2080||8||2944||6.0||31.9||37.9||AestiNeko&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E5-1620 v3 @ 3.50GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||6.4||35.8||42.2||JS1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||6.1||37.1||43.2||RHS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||6.5||37.4||43.8||PMO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6800K CPU @ 3.40GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||7.8||39.1||46.9||615&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6900K CPU @ 3.20GHz ||NVIDIA GeForce GTX 1080||8||2560||8.0||47.4||55.3||BLK&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i9-7900X CPU @ 3.30GHz ||NVIDIA GeForce GTX 1080||8||2560||8.5||48.9||57.3||JM1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz ||NVIDIA GeForce GTX 1070||8||1920||8.2||51.9||60.0||SKI&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E5-1630 v4 @ 3.70GHz ||NVIDIA GeForce GTX 1070||8||1920||10.3||59.3||69.5||DS1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz ||NVIDIA Quadro P4000||8||1792||10.0||62.3||72.3||DS2&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5820K CPU @ 3.30GHz ||NVIDIA GeForce GTX 980||4||2048||11.8||70.6||82.3||ZDO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700 CPU @ 3.60GHz ||NVIDIA GeForce GTX 1060||6||1280||13.0||77.1||90.1||RSH&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5960X CPU @ 3.00GHz ||NVIDIA GeForce GTX 980||4||2048||17.5||84.2||101.7||MRT&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E3-1240 V2 @ 3.40GHz ||NVIDIA GeForce GTX 690||2||3072||18.4||114.4||132.8||MAV&lt;br /&gt;
|-&lt;br /&gt;
|AMD Ryzen Threadripper 1950X 16-Core Processor ||NVIDIA GeForce GTX 960||4||1024||18.6||123.3||141.6||CEV&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i9-7900X CPU @ 3.30GHz||NVIDIA GeForce GTX 1050||2||640||20.6||139.1||159.7||JM2&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8750H CPU @ 2.20GHz||NVIDIA GeForce GTX 1050 Ti (Laptop)||4||768||21.1||133.8||154.9||MJS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6700 CPU @ 3.40GHz ||NVIDIA Quadro K2200||4||640||32.5||211.3||243.8||JIW&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7500U CPU @ 2.70GHz ||NVIDIA GeForce GTX 940MX||2||384||65.6||479.0||544.6||EAS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-5600U CPU @ 2.60GHz||NVIDIA GeForce 840M||2||384||70.6||526.3||595.9||CDH&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;pre&amp;gt; * it is noted that the number of CUDA cores is not provided as an output from the &#039;&#039;&#039;dxdiag&#039;&#039;&#039; command and this information has been sourced from the nvidia website.&lt;br /&gt;
** The output  cpu.txt only provides the &#039;out of the box&#039; processor speed. If you have overclocked your cpu, then please send these details through to TUFLOW Support so we can add the correct clock speed.  &amp;lt;/pre&amp;gt;&lt;br /&gt;
&lt;br /&gt;
=High End GPU Results=&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
A number of additional benchmarking tests have been completed on a 5m and 2.5m model on a single GPU card. &lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=23% | Processor Name&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=15% | Graphic Card&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=5% | GPU RAM (GB)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=8% | Number of CUDA Cores*&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 5m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 2.5m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Runtime 1.25m (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot; width=10% | Combined Runtime (mins)&lt;br /&gt;
! style=&amp;quot;background-color:#C5C5C5; font-weight:bold; color:white;&amp;quot; width=10% | System Name&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Xeon(R) CPU E5-1620 v3 @ 3.50GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||298.9||2290.1||-||2589.0||JS1&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6800K CPU @ 3.40GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||311.3||2345.1||-||2656.4||615&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-8700K CPU @ 3.70GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||308.7||2384.7||-||2693.4||RHS&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz ||NVIDIA GeForce GTX 1080 Ti||11||3584||311.9||2404.9||-||2716.7||PMO&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-6900K CPU @ 3.20GHz ||NVIDIA GeForce GTX 1080||8||2560||439.0||3379.3||-||3818.2||BLK&lt;br /&gt;
|-&lt;br /&gt;
|Intel(R) Core(TM) i7-7700K CPU @ 4.20GHz ||NVIDIA GeForce GTX 1070||8||1920||475.5||3788.2||-||4263.7||SKI&lt;br /&gt;
|-&lt;br /&gt;
|||||||||||||||||AAA&lt;br /&gt;
|-&lt;br /&gt;
|||||||||||||||||AAA&lt;br /&gt;
|-&lt;br /&gt;
|||||||||||||||||AAA&lt;br /&gt;
|-&lt;br /&gt;
|||||||||||||||||AAA&lt;br /&gt;
|-&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;pre&amp;gt; * it is noted that the number of CUDA cores is not provided as an output from the &#039;&#039;&#039;dxdiag&#039;&#039;&#039; command and this information has been sourced from the nvidia website.&lt;br /&gt;
** The output  cpu.txt only provides the &#039;out of the box&#039; processor speed. If you have overclocked your cpu, then please send these details through to TUFLOW Support so we can add the correct clock speed.  &amp;lt;/pre&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[Hardware_Benchmarking_(2018-03-AA) | Back to TUFLOW Benchmarking]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=TUFLOW_2D_Cell_Size_Selection&amp;diff=16431</id>
		<title>TUFLOW 2D Cell Size Selection</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=TUFLOW_2D_Cell_Size_Selection&amp;diff=16431"/>
		<updated>2018-08-17T22:00:04Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Introduction */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
This page of the TUFLOW Wiki discusses 2D cell size convergence. Cell size convergence refers to the tendency for model results to trend towards a common answer as cell size decreases. This behaviour occurs due to topographic features that influence the hydraulic flow behaviour better approximating reality as resolution increases. The series of creek cross-section images below demonstrate this. As model resolution increases from 20m to 5m the modelled topography progressively matches the real-world geometry more closely.&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Mesh_Converge_XS_20m.png|500px]][[File:Mesh_Converge_XS_10m.png|500px]][[File:Mesh_Converge_XS_05m.png|500px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
Unfortunately it isn&#039;t practical for all models to be designed at an infinitely fine resolution due to the impact it has on simulation speed. Increasing a model resolution will make a simulation run slower. As a rule of thumb, halving the cell size in a model will typically increase the simulation run time by a factor 8. This is due to the number of cells increasing by a factor of (4) four and the necessity for a calculation timestep half that of the larger resolution, translating to (2) twice the number of calculations (4 x 2 = 8). &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The challenge for modellers is knowing what resolution is necessary to achieve results that are fit for purpose with sufficient accuracy and having a model that can run within a reasonable time (i.e. hours, not days). &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;u&amp;gt;[https://tuflow.com/download/Australian_Rainfall_Runoff_Project15_TwoDimensional_Modelling_DraftReport.pdf Australian Rainfall and Runoff Guideline - Two Dimensional Modelling in Urban and Rural Floodplain]&amp;lt;/u&amp;gt; provides some recommendations on this topic. It states: &amp;lt;br&amp;gt;&lt;br /&gt;
: &#039;&#039;The resolution of a 2D model grid/mesh determines the scale of physical features and flow behaviour that can be modelled for a given study area.  Selection of an appropriate resolution is generally driven by a combination of the following factors: &amp;lt;br&amp;gt;&lt;br /&gt;
: &#039;&#039;* The scale of topographic and/or flow phenomena to be modelled &lt;br /&gt;
: &#039;&#039;* The desired level of detail to be achieved in the model outputs &lt;br /&gt;
: &#039;&#039;* The length of event time and consequent run time &lt;br /&gt;
: &#039;&#039;* The size of the area of interest &lt;br /&gt;
: &#039;&#039;Details of the model schematisation process including resolution aspects are described in Chapter 6.  Chapter 7 also highlights the importance of grid/mesh resolutions in achieving manageable run times to maximise calibration  outcomes. Table 10-2 (below) provides guidance on levels of model resolution that may be appropriate in certain typical situations.&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable &amp;quot; &lt;br /&gt;
| &#039;&#039;&#039;Modelling Case&#039;&#039;&#039; || &#039;&#039;&#039;Typical 2D Cell Resolution&#039;&#039;&#039;&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;Flow in Channel&#039;&#039;&#039; ||  In order to adequately resolve flow in a channel it is desirable to provide at least 5 grid/mesh elements laterally across the channel&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;Urban Overland&#039;&#039;&#039; || Most urban flood models employ grid/mesh resolutions of 2m to 5m.&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;Flow in Floodplain&#039;&#039;&#039; || Rural floodplain models typically employ grid/mesh resolutions of 10m and 50m (although resolutions up to 200m have been used) depending on the size of the area to be analysed, the characteristics/dimensions of the floodplain and the desired level of output detail.&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;Lakes and Estuaries&#039;&#039;&#039; || These situations often include areas of open water where less detail is required than along the water body boundary. Such situations are well suited to a flexible mesh rather than fixed grid based model as the mesh is able to incorporate a change of resolution across the model domain. Element resolutions for these models can span the full range as described above depending on project requirements.&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;Flow Over and Embankment&#039;&#039;&#039; || Embankments effectively act as weirs in the floodplain context. Many 2D modelling packages have automatic or manually activated corrections that compensate for the error in  head loss typically associated with modelling broad-crested weir flow with a 2D scheme. For practical purposes, a single 2D element is generally adequate to represent the impact of a levee, road or railway embankment. The resolution of these elements is generally not a significant limitation on the schematisation of most domains.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
This Wiki page uses two test cases to discuss this topic. Quantitative results are presented demonstrating how and when resolution assumptions have a tangible impact on model results. TUFLOW HPC and it&#039;s GPU Module have been used for all simulations documented in the following sections. The computer used for the modelling has a NVIDIA GeForce GTX 1080 Ti GPU card.&lt;br /&gt;
&lt;br /&gt;
= Test Case 1 - Rural Dam Break =&lt;br /&gt;
This test case has been sourced from the &amp;lt;u&amp;gt;[https://www.tuflow.com/Download/Publications/UK%20EA%202D%20Benchmarking%20Results.TUFLOW%20Products%202017-09.pdf  UK Environment Agency 2D Hydraulic Model Benchmark Test dataset]&amp;lt;/u&amp;gt;. It is referred to as Test 5 in the Environment Agency (EA) document. The EA designed this test to simulate flood wave propagation down a river valley following the failure of a dam. The valley DEM is ~0.8 km by ~17 km and the valley slopes downstream on a slope of ~0.01 in its upper region, easing to ~0.001 at lower elevations. The model uses a single manning&#039;s n value of 0.04 across the entire domain.&lt;br /&gt;
The model topography and EA reporting points are shown below. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Mesh_Converge_Model_Description_001.png|500px]]&lt;br /&gt;
[[File:Mesh_Converge_Model_Elevation_001.png|500px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The model has a single inflow at the top of the catchment. The inflow hydrograph that has been used is shown below. Although the inflow only introduces water into the model for 100 minutes the model has been run for a simulation period of 30 hours. This was a requirement in the original EA model benchmark documentation. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Mesh Converge Model Inflow 001.png|500px]]&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Mesh_Converge_SMS_0.5hr.png|300px]][[File:Mesh_Converge_SMS_1.5hr.png|300px]][[File:Mesh_Converge_SMS_2.5hr.png|300px]][[File:Mesh_Converge_SMS_4hr.png|300px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The EA benchmark testing originally assumed a 50m cell resolution. For the purpose of this assessment a range of cell sizes have been used to determine the impact changing grid resolution has on the model results. The following grid resolutions were used:&lt;br /&gt;
* 10m (33ft) resolution - 188,240 cell count&lt;br /&gt;
* 20m (66ft) resolution - 47,080 cell count&lt;br /&gt;
* 50m (164ft) resolution - 7,540 cell count&lt;br /&gt;
* 100m (328ft) resolution - 1,880 cell count&lt;br /&gt;
* 150m (492ft) resolution - 840 cell count&lt;br /&gt;
* 200m (656ft) resolution - 480 cell count&lt;br /&gt;
* 250m (820ft) resolution - 300 cell count&lt;br /&gt;
&lt;br /&gt;
== Test Case 1 - Results ==&lt;br /&gt;
In the interest or keeping this page brief we have focused our result presentation on EA reporting points 4 and 5. Their location furthest downstream in the catchment makes them the most sensitive of all EA 7 reporting points. This is due to any divergence in result caused by poor representation of the upstream topography accumulating, amplifying the result difference associated with a change in cell resolution at these selected locations. &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
Results are presented below. Although the figures are shown in sequence (from fine to coarse resolution), the results are overlayed on one another moving through the dataset so it is obvious if poor convergence occurs. &amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable &amp;quot; &lt;br /&gt;
&lt;br /&gt;
| &#039;&#039;&#039;Cell Size&#039;&#039;&#039; || &#039;&#039;&#039;Location 4 Result&#039;&#039;&#039;|| &#039;&#039;&#039;Location 5 Result&#039;&#039;&#039; || &#039;&#039;&#039;Mesh Resolution Figure&#039;&#039;&#039;&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;10m&#039;&#039;&#039; || [[File:Mesh_Converge_Exg_P4_010.png|500px]] || [[File:Mesh Converge Exg P5 010.png|500px]] ||[[File:Mesh Converge Grid 010.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;20m&#039;&#039;&#039; || [[File:Mesh Converge Exg P4 020.png|500px]] || [[File:Mesh Converge Exg P5 020.png|500px]]  || [[File:Mesh_Converge_Grid_020.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;50m&#039;&#039;&#039; || [[File:Mesh Converge Exg P4 050.png|500px]] || [[File:Mesh Converge Exg P5 050.png|500px]] ||[[File:Mesh_Converge_Grid_050.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;100m&#039;&#039;&#039; || [[File:Mesh Converge Exg P4 100.png|500px]]|| [[File:Mesh Converge Exg P5 100.png|500px]]  || [[File:Mesh Converge Grid 100.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;150m&#039;&#039;&#039; || [[File:Mesh Converge Exg P4 150.png|500px]] || [[File:Mesh Converge Exg P5 150.png|500px]] ||[[File:Mesh Converge Grid 150.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;200m&#039;&#039;&#039; || [[File:Mesh Converge Exg P4 200.png|500px]] || [[File:Mesh Converge Exg P5 200.png|500px]] ||[[File:Mesh Converge Grid 200.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;250m&#039;&#039;&#039; || [[File:Mesh Converge Exg P4 250.png|500px]] || [[File:Mesh Converge Exg P5 250.png|500px]] ||[[File:Mesh Converge Grid 250.png|500px]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
== Test Case 1 - Discussion ==&lt;br /&gt;
The graphed results indicate convergence is observed for all cases with a cell resolution equal to or less than 100m. The grid figures presented to the right of the graphs suggest the 100m cell resolution case has approximately (4) four cells  laterally across the valley that the dam break flow is contained within. Although the 400-600m wide valley isn&#039;t a traditional creek or river channel, the scale of flow associated with the dam break means the valley is behaving like one. Minor topographic features within the valley are too small to have a significant impact on the flood behaviour for flow conditions of this large magnitude. This result trend is consistent with the Australian Rainfall and Runoff (ARR) cell size recommendation for the flow in a channel, &amp;quot;In order to adequately resolve flow in a channel it is desirable to provide at least 5 grid/mesh elements laterally across the channel&amp;quot;.&lt;br /&gt;
&lt;br /&gt;
Simulation time can influence model resolution selection. This is not the case in this situation. All models have run in under 5 minutes using TUFLOW HPC&#039;s GPU hardware module.&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable &amp;quot; &lt;br /&gt;
&lt;br /&gt;
| &#039;&#039;&#039;Cell Size&#039;&#039;&#039; || &#039;&#039;&#039;Model Size &amp;lt;br&amp;gt; (Cell Count)&#039;&#039;&#039;|| &#039;&#039;&#039;Simulation Run Time &amp;lt;br&amp;gt; (seconds)&#039;&#039;&#039; || &#039;&#039;&#039;Judgement of Convergence &amp;lt;br&amp;gt; (Yes / No)&#039;&#039;&#039;&lt;br /&gt;
|-&lt;br /&gt;
| 10m (33ft) || 188,240 || 284 || Yes&lt;br /&gt;
|-&lt;br /&gt;
| 20m (66ft) || 47,080 || 98 || Yes&lt;br /&gt;
|-&lt;br /&gt;
| 50m (164ft) || 7,540 || 32 || Yes&lt;br /&gt;
|-&lt;br /&gt;
| 100m (328ft) || 1,880 || 15 || Yes&lt;br /&gt;
|-&lt;br /&gt;
| 150m (492ft) || 840 || 10 || No&lt;br /&gt;
|-&lt;br /&gt;
| 200m (656ft) || 480 || 9 || No&lt;br /&gt;
|-&lt;br /&gt;
| 250m (820ft) || 300 || 7 || No&lt;br /&gt;
|}&lt;br /&gt;
Since simulation time is not a limiting factor in this case selection of cell size only needs to consider the result accuracy. What is appropriate in terms of accuracy is influenced by the intended use of the model. For example, if lot scale assessment of inundation and structural damage risk is required, selection of the 10m cell size may be appropriate. Alternatively, if the model is only intended to inform broad-scale risk, the 50m or 100m cell size may be sufficient.&lt;br /&gt;
&lt;br /&gt;
= Test Case 2 - Urbanised Catchment =&lt;br /&gt;
This test case uses a hypothetical urban model. The model encompasses the entire catchment and covers an area of approximately 21miles2  (54km2). Development within the catchment ranges from rural undeveloped in the mountainous upper catchment to dense urban development in the lower catchment. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Mesh Converge Direct Rainfall Topo.png|700px]][[File:Mesh Converge Direct Rainfall Manning n.png|700px]]&amp;lt;br&amp;gt;&lt;br /&gt;
A direct rainfall approach has been used, applying rainfall directly to every cell within the model. The event hyetograph is a hypothetical 24 hour extreme event. The simulation duration has also been set to 24 hours.&amp;lt;br&amp;gt;&lt;br /&gt;
&#039;&#039;Note, if you are unfamiliar with the direct rainfall modelling approach, this &amp;lt;u&amp;gt;[https://www.tuflow.com/Download/Publications/HWRS2016_Huxley_Paper.pdf Hydrology and Water Symposium]&amp;lt;/u&amp;gt; paper introduces the concept.&#039;&#039; &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Mesh_Converge_Direct_Hyetograph.png|700px]]&amp;lt;br&amp;gt;&lt;br /&gt;
The following grid resolutions were used to test the impact of cell size on the assessment results and simulation time:&amp;lt;br&amp;gt; &lt;br /&gt;
* 10ft (3.0m) cell resolution – 5,821,533 total cell count&lt;br /&gt;
* 12.5ft (3.7m) cell resolution – 3,725,781 total cell count&lt;br /&gt;
* 15ft (4.6m) cell resolution – 2,587,629 total cell count&lt;br /&gt;
* 20ft (6.1m) cell resolution – 1,455,869 total cell count&lt;br /&gt;
*30ft (9.1m) cell resolution – 647,003 total cell count&lt;br /&gt;
* 50ft (15.2m) cell resolution – 232,957 total cell count&lt;br /&gt;
* 75ft (22.9m) cell resolution – 103,525 total cell count&lt;br /&gt;
Since the direct rainfall modelling approach means the entire model is &amp;quot;wet&amp;quot;, output has been filtered to only show results in locations where the flood depth exceeds 0.3ft. This is done in TUFLOW using the TCF command &amp;quot;Map Cutoff Depth == &amp;quot;.&lt;br /&gt;
&lt;br /&gt;
== Test Case 2 - Results ==&lt;br /&gt;
The cell convergence test results are summarised in the table below. They have been presented in a histogram form. The histograms are calculated by subtracting the peak (maximum) flood level result raster grid for the larger cell resolution simulation from the 10ft cell resolution result. The result difference has been sampled at every pixel in the raster datasets where flood information is present in both result files (ie. they overlap).&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable &amp;quot; &lt;br /&gt;
&lt;br /&gt;
| &#039;&#039;&#039;Cell Resolution, Model Size &amp;lt;br&amp;gt; and Simulation Run Time&#039;&#039;&#039; || &#039;&#039;&#039;Difference in Water Level Result (ft)&#039;&#039;&#039; &amp;lt;br&amp;gt; (Relative to 10ft Resolution Model) || &#039;&#039;&#039;Sample Peak (Maximum) Water Level Result&#039;&#039;&#039;&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;10ft (3.0m) cell size &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;5,821,533 total cell count&amp;lt;br&amp;gt;&amp;lt;br&amp;gt; 20.3hr simulation run time&#039;&#039;&#039;||N/A &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;The histogram graphs below are calculated by subtracting &amp;lt;br&amp;gt;the peak (maximum) flood level result from the 10ft cell &amp;lt;br&amp;gt;resolution peak (maximum) flood level result &amp;lt;br&amp;gt;(shown to the right) || [[File:Mesh_Converge_Direct_Rainfall_10ft_002.png|500px]] &lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;12.5ft (3.8m) cell size&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;3,725,781 total cell count&amp;lt;br&amp;gt;&amp;lt;br&amp;gt; 13.9hr simulation run time&#039;&#039;&#039;||[[File:Mesh_Converge_Direct_Rainfall_12ft_HIST.png|550px]] || [[File:Mesh_Converge_Direct_Rainfall_12ft_002.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;15ft (4.6m) cell size&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;2,587,629 total cell count&amp;lt;br&amp;gt;&amp;lt;br&amp;gt; 9.2hr simulation run time&#039;&#039;&#039;||[[File:Mesh_Converge_Direct_Rainfall_15ft_HIST.png|550px]] || [[File:Mesh_Converge_Direct_Rainfall_15ft_002.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;20ft (6.1m) cell size&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;1,455,869 total cell count&amp;lt;br&amp;gt;&amp;lt;br&amp;gt; 3.8hr simulation run time&#039;&#039;&#039;|| [[File:Mesh_Converge_Direct_Rainfall_20ft_HIST.png|550px]] || [[File:Mesh_Converge_Direct_Rainfall_20ft_002.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;30ft (9.1m) cell size&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;647,003 total cell count&amp;lt;br&amp;gt;&amp;lt;br&amp;gt; 1.4hr simulation run time&#039;&#039;&#039;|| [[File:Mesh_Converge_Direct_Rainfall_30ft_HIST.png|550px]] || [[File:Mesh_Converge_Direct_Rainfall_30ft_002.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;50ft (15.2m) cell size&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;232,957 total cell count&amp;lt;br&amp;gt;&amp;lt;br&amp;gt; 0.5hr simulation run time&#039;&#039;&#039; ||[[File:Mesh_Converge_Direct_Rainfall_50ft_HIST.png|550px]] || [[File:Mesh Converge Direct Rainfall 50ft 002.png|500px]]&lt;br /&gt;
|-&lt;br /&gt;
| &#039;&#039;&#039;75ft (22.9m) cell size&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;103,525 total cell count&amp;lt;br&amp;gt;&amp;lt;br&amp;gt; 0.3hr simulation run time&#039;&#039;&#039; ||[[File:Mesh_Converge_Direct_Rainfall_75ft_HIST.png|550px]] || [[File:Mesh Converge Direct Rainfall 75ft 002.png|500px]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
== Test Case 2 - Discussion==&lt;br /&gt;
The urban model testing indicates result convergence occurs when the cell resolution is less than 20ft. This observation agrees with the ARR guideline recommendation for urban models to use a cell resolution of &lt;br /&gt;
2m (6.6ft) to 5m (16.4ft). &amp;lt;br&amp;gt;&lt;br /&gt;
{| class=&amp;quot;wikitable &amp;quot; &lt;br /&gt;
| &#039;&#039;&#039;Cell Size&#039;&#039;&#039; || &#039;&#039;&#039;Model Size &amp;lt;br&amp;gt; (Cell Count)&#039;&#039;&#039;|| &#039;&#039;&#039;Simulation Run Time &amp;lt;br&amp;gt; (hours)&#039;&#039;&#039; || &#039;&#039;&#039;Judgement of Convergence &amp;lt;br&amp;gt; (Yes / No)&#039;&#039;&#039;&lt;br /&gt;
|-&lt;br /&gt;
| 10ft (3.0m) || 5,821,533 || 20.3hr || Yes&lt;br /&gt;
|-&lt;br /&gt;
| 12.5ft (3.8m) || 3,725,781 || 13.9hr || Yes&lt;br /&gt;
|-&lt;br /&gt;
| 15ft (4.6m) || 2,587,629 || 9.2hr || Yes&lt;br /&gt;
|-&lt;br /&gt;
| 20ft (6.1m) || 1,455,869 || 3.8hr || Yes&lt;br /&gt;
|-&lt;br /&gt;
| 30ft (9.1m) || 647,003 || 1.4hr || Mostly&lt;br /&gt;
|-&lt;br /&gt;
| 50ft (15.2m) || 232,957 || 0.5hr || No&lt;br /&gt;
|-&lt;br /&gt;
| 75ft (22.9m) || 103,525 || 0.3hr || No&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
As per Test Case 1, selection of the appropriate cell resolution during a real-world project requires consideration of the intended use of the results and also how the simulation run time impacts the overall project timeline.&lt;br /&gt;
* Detailed integrated 1D/2D urban modelling may adopt the 15ft or slightly finer 12.5ft cell resolution if the cumulative simulation time for all model events/scenarios does not adversely impact the project timeline. This timeframe consideration is particularly relevant in locations such as Australia where an ensemble methodology is currently replacing single event approaches as a way to address uncertainty associated with hydrologic assumptions.&lt;br /&gt;
* Broad-scale quick run simulation for urban flood forecasting purposes may adopt a coarser 20ft cell resolution or investigate the suitability of a 25ft cell resolution to achieve a quicker simulation turnaround time.&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15652</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15652"/>
		<updated>2018-04-20T01:24:12Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the result my_results.tot. The order that you populate events.txt is important with the convention shown below. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:RAFTS Storm Control.png | 500px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15650</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15650"/>
		<updated>2018-04-20T01:23:07Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. The order that you populate events.txt is important with the convention shown below. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:RAFTS Storm Control.png | 500px]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15649</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15649"/>
		<updated>2018-04-20T01:22:54Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. The order that you populate events.txt is important with the convention shown below. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:RAFTS Storm Control.png | 500px | left]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15647</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15647"/>
		<updated>2018-04-20T01:22:35Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. The order that you populate events.txt is important with the convention shown below. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:RAFTS Storm Control.png | 500px | left]]&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15646</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15646"/>
		<updated>2018-04-20T01:22:07Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. The order that you populate events.txt is important with the convention shown below. &amp;lt;br&amp;gt;&lt;br /&gt;
[[File:RAFTS Storm Control.png | 500px | left]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15645</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15645"/>
		<updated>2018-04-20T01:21:47Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. The order that you populate events.txt is important with the convention shown below. &lt;br /&gt;
[[File:RAFTS Storm Control.png | 500px]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15644</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15644"/>
		<updated>2018-04-20T01:21:28Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. The order that you populate events.txt is important with the convention shown below. &lt;br /&gt;
[[File:RAFTS Storm Control.png]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15643</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15643"/>
		<updated>2018-04-20T01:20:19Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. The order that you populate events.txt is important with the convention shown below. &lt;br /&gt;
[[File:RAFTS_Storm_Control.PNG]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15642</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15642"/>
		<updated>2018-04-20T01:19:13Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv my_results.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. The order that you populate events.txt is important with the convention shown below. &lt;br /&gt;
[File:Rafts_Storm_Control.PNG]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15641</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15641"/>
		<updated>2018-04-20T01:17:54Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as per the example below which will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
[[File:Rafts_Storm_Control.PNG]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15640</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15640"/>
		<updated>2018-04-20T01:17:22Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Options */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as per the example below which will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;15min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;30min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;60min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;120min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;180min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=File:RAFTS_Storm_Control.png&amp;diff=15638</id>
		<title>File:RAFTS Storm Control.png</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=File:RAFTS_Storm_Control.png&amp;diff=15638"/>
		<updated>2018-04-20T01:16:30Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: Mitch3007 uploaded a new version of File:RAFTS Storm Control.png&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15632</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15632"/>
		<updated>2018-04-20T01:02:06Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Options */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
[[File:Rafts_Storm_Control.PNG]]&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as per the example below which will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;15min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;30min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;60min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;120min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;180min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15631</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15631"/>
		<updated>2018-04-20T01:01:40Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Options */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
[[File:Rafts_Storm_Control.PNG|200px|left]]&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as per the example below which will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;15min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;30min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;60min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;120min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;180min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15630</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15630"/>
		<updated>2018-04-20T01:01:08Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Options */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
[[File:RAFTS_Storm_Control.PNG||200px|left]]&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as per the example below which will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;15min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;30min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;60min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;120min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;180min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=File:RAFTS_Storm_Control.png&amp;diff=15629</id>
		<title>File:RAFTS Storm Control.png</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=File:RAFTS_Storm_Control.png&amp;diff=15629"/>
		<updated>2018-04-20T00:59:25Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15612</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15612"/>
		<updated>2018-04-19T23:46:24Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as per the example below which will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;15min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;30min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;60min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;120min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;180min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15611</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15611"/>
		<updated>2018-04-19T23:44:56Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as follows:&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;15min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;30min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;60min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;120min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;180min&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
This example will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15582</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15582"/>
		<updated>2018-04-19T03:56:29Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as follows:&amp;lt;br&amp;gt;&lt;br /&gt;
15min&amp;lt;br&amp;gt;&lt;br /&gt;
30min&amp;lt;br&amp;gt;&lt;br /&gt;
60min&amp;lt;br&amp;gt;&lt;br /&gt;
120min&amp;lt;br&amp;gt;&lt;br /&gt;
180min&amp;lt;br&amp;gt;&lt;br /&gt;
This example will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
	<entry>
		<id>https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15581</id>
		<title>Convert to TS1</title>
		<link rel="alternate" type="text/html" href="https://wiki.tuflow.com/w/index.php?title=Convert_to_TS1&amp;diff=15581"/>
		<updated>2018-04-19T03:56:06Z</updated>

		<summary type="html">&lt;p&gt;Mitch3007: /* Examples */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;=Introduction=&lt;br /&gt;
&#039;&#039;&#039;convert_to_ts1.exe&#039;&#039;&#039; converts output from hydrologic models to the .ts1 format recognised by TUFLOW.  The .ts1 format is a .csv format, but it contains indexing and header information that significantly reduces the time to read the inflow hydrographs into TUFLOW.  If there are numerous inflow hydrographs, it is strongly recommended to use this format.&amp;lt;br&amp;gt;&lt;br /&gt;
Any number of input files (of the same format) can be specified and wildcards (eg. “*.out”) can be used to specify a group of files.  The options available are described in the Table below.  One input format and one output format switch should be specified, although the default output format is  ts1, so this flag can be optionally omitted.&amp;lt;br&amp;gt;&lt;br /&gt;
For most options, an additional file “_peak_Q.csv” is output providing a summary of the peak flows for each hydrograph.  If a group of files is specified, the _peak_Q.csv file is a summary of all files within the group and a second file “_peak_F.csv” contains which file caused the peak flow of all the files.  This is useful for determining which storm duration produced the peak flow or is the critical duration event.&amp;lt;br&amp;gt;&lt;br /&gt;
At present the program supports the hydrology models most commonly used within Australia.  Other formats can be built in through supplying example files/formats and any other useful information to &amp;lt;font color=&amp;quot;blue&amp;quot;&amp;gt;&amp;lt;u&amp;gt;support@tuflow.com&amp;lt;/u&amp;gt;&amp;lt;/font&amp;gt;.&amp;lt;br&amp;gt;&lt;br /&gt;
The .ts1 file format is outlined in the following page: [[TS1_File_Format | TS1 File Format]].&amp;lt;br&amp;gt;&lt;br /&gt;
=Options=&lt;br /&gt;
&#039;&#039;&#039;TABLE 1: convert_to_ts1 Options (Switches)&#039;&#039;&#039;&lt;br /&gt;
{| align=&amp;quot;center&amp;quot; class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
&lt;br /&gt;
! Switch&lt;br /&gt;
! width=85% | Description&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Input File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rafts&amp;quot;|| Input files are XP-RAFTS .tot and .loc files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rorb&amp;quot;|| Input files are RORB .out files.  The  dt option must also be specified.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-rows&amp;quot;|| The inflow hydrographs are in space or comma delimited files with the data in blocks of one or more rows for each hydrograph.  No time data exists in the input files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-urbs&amp;quot;|| Input files are URBS .q files.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-wbnm&amp;quot;|| Input files are WBNM _Meta.out files.&amp;lt;br&amp;gt;&lt;br /&gt;
Only outputs in the .ts1 format.  Two files are created:&amp;lt;br&amp;gt;&lt;br /&gt;
*loc_.ts1 containing the local hydrographs.&lt;br /&gt;
*tot_.ts1 containing the total hydrographs.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-xp&amp;quot;|| Input files are XP-SWMM .int or .ext files.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Output File Format Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-csv&amp;quot;|| Output file(s) in .csv format.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-ts1&amp;quot;|| Output file(s) in .ts1 format (the default).&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| RAFTS and WBNM Specific Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mw&amp;quot;|| Multiple WBNM Durations: Read multiple durations from a wbnm *.out file. Must be used in conjunction with the -wbnm switch. Event names are read directly from the *.out file. Please note: Multiple file processing using the * wildcard feature not yet supported with the -mw switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-mr event_names.txt&amp;quot;|| Multiple Rafts Durations: Read multiple durations from a rafts *.loc or *.tot file. Must be used in conjunction with the -rafts switch. Event names are read directly from the *.out file. Names of each event are extracted from the text file event_names.txt (refer example below). Please note: Multiple file processing using the * wildcard feature not yet supported with the -mr switch enabled.&lt;br /&gt;
|-&lt;br /&gt;
!colspan=&amp;quot;2&amp;quot; style=&amp;quot;background-color:#005581; font-weight:bold; color:white;&amp;quot;| Miscellaneous Switches&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-b&amp;quot;|| Batch mode.  Suppresses prompt to press Enter at end of processing.  Used in .bat files where two or more files are to be processed in succession.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;lt;nowiki&amp;gt;&amp;quot;-dt&amp;lt;dt&amp;gt;&amp;quot;&amp;lt;/nowiki&amp;gt;|| Time increment of RORB hydrographs in minutes.  For example, 5 minutes would be specified as  dt5.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-s0&amp;quot;|| Insert a zero flow before the start of the hydrograph.&lt;br /&gt;
|-&lt;br /&gt;
|&amp;quot;-e0&amp;quot;|| Insert a zero flow after the end of the hydrograph.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=Examples=&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -ts1 Q100_Meta.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs two .ts1 files, one the local hydrographs and the other for the total hydrographs in Q100_Meta.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rorb -ts1 -dt5 *.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every .out file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -ts1 Q100*.loc Q100*.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .ts1 files for every Q100 .loc and .tot file in the folder.  A summary of the peak flows can be found in the _peak_Q.csv and _peak_F.csv files.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -csv Q100.tot Q050.tot Q100.loc Q050.loc&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs .csv files for the four files specified.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -rafts -mr event_names.txt -e0 -csv Q100.tot&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each duration specified within event_names.txt and the Q100.tot. The file event_names.txt simply appends text onto the output results to differentiate each run. An example event_names.txt file format has each event on a separate line as follows:&amp;lt;br&amp;gt;&lt;br /&gt;
15min&amp;lt;br&amp;gt;&lt;br /&gt;
30min&amp;lt;br&amp;gt;&lt;br /&gt;
60min&amp;lt;br&amp;gt;&lt;br /&gt;
120min&amp;lt;br&amp;gt;&lt;br /&gt;
180min&amp;lt;br&amp;gt;&lt;br /&gt;
This example will output five files: Q100_15min.tot.csv, Q100_30min.tot.csv etc.&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;lt;tt&amp;gt;convert_to_ts1.exe -wbnm -mw -csv Q100.out&amp;lt;/tt&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
outputs a separate .csv file for each event within the wbnm output file Q100.out.&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{{Tips Navigation&lt;br /&gt;
|uplink=[[TUFLOW_Utilities | Back to TUFLOW Utilities]]&lt;br /&gt;
}}&lt;/div&gt;</summary>
		<author><name>Mitch3007</name></author>
	</entry>
</feed>