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  • |uplink=[[Tutorial_M01#Model_Familiarisation| Back to Module 1 Main Page]]
    2 KB (393 words) - 16:22, 14 August 2023
  • :*Z = 1 :*Shape_Width = -1<br>
    6 KB (1,050 words) - 08:50, 15 August 2023
  • * Bridge Modelling Option 1: 1D Bridge with 2D Weir Overflow (1D/2D Combination) ==Bridge Modelling Option 1: 1D Bridge with 2D Weir Overflow==
    18 KB (3,158 words) - 13:15, 5 April 2024
  • <font color="grey">REM Process the velocity vectors at times 1, 2 and 3 hours.</font><br> <li>To view the depth (grid) and velocity vectors at time 1 hour in the model simulation. In layer control add the following '''M01_5m_
    9 KB (1,506 words) - 12:31, 9 January 2023
  • ERROR 0635 - TUFLOW currently only supports 1 sample per pixel in GeoTIFF. Number of samples per pixel found: <>.<br>
    2 KB (391 words) - 16:28, 4 January 2024
  • ...one 60 S. This is the projection of the TUFLOW model that we set in module 1.</li> ..."background-color:#005581; font-weight:bold; color:white;" width=20%| Line 1
    9 KB (1,510 words) - 15:02, 6 January 2023
  • ...the boundary data will be extracted from (to be created shortly). 'Column 1' and 'Column 2' specifies the columns in this text file where head and flow ...at 40.1 metres and continues steady at this rate for water levels above 40.1 metres. 50.0 metres has been specified as the upper limit and is above the
    12 KB (2,164 words) - 11:42, 9 January 2023
  • In FMA Challenge 1, a fully two-dimensional model with a nested one dimensional model has been The functional FMA Challenge 1 (1D-2D linked) has been developed allowing you to review the model setup, r
    11 KB (1,798 words) - 13:46, 27 September 2023
  • ...rectory "<tt>bin\gdal\apps</tt>". Following our chosen directory from step 1 this is "<tt>C:\GDAL\bin\apps</tt>".
    3 KB (455 words) - 02:13, 12 April 2022
  • | Number_of || 1 ...'' created in [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial 1]]. Note that the pipe network has been digitised to outfall to the watercou
    6 KB (1,101 words) - 21:01, 7 January 2019
  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
    2 KB (435 words) - 11:37, 15 August 2023
  • | Number_of || 1 ...'' created in [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial 1]]. Note that the pipe network has been digitised to outfall to the watercou
    7 KB (1,112 words) - 21:01, 7 January 2019
  • |uplink=[[Tutorial_M01#2D_Time_Series_Plot_Output | Back to Module 1 Main Page]]
    2 KB (424 words) - 12:10, 14 August 2023
  • ...ing 2D TUFLOW results in QGIS. Please return to the tutorial model, module 1. In the next step we review the performance of the TUFLOW model (warnings,
    3 KB (443 words) - 12:52, 9 January 2023
  • ...se a breakline layer to ensure that at the SX connection there is at least 1 cell where the 2D elevation is at or below the 1D bed level.<br>
    2 KB (445 words) - 14:58, 23 October 2023
  • |uplink=[[Tutorial_M01#Project_Initialisation| Back to Module 1 Main Page]]
    3 KB (440 words) - 16:19, 14 August 2023
  • | Number_of || 1 ...'' created in [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial 1]]. Note that the pipe network has been digitised to outfall to the watercou
    7 KB (1,135 words) - 18:22, 25 April 2019
  • ...odule01_Archive#TUFLOW_Boundary_Condition_Database_.28bc_dbase.29 | Module 1 main page]]</u>). We will create three different boundaries: [[File:Tute M01 Saga 2d bc 1.png|frame|none]]
    6 KB (1,168 words) - 12:58, 5 April 2024
  • :*Z = 1 :*Shape_Width = -1<br>
    7 KB (1,184 words) - 12:26, 14 August 2023
  • ...1D culverts to the 2D model created in [[Tutorial Module01_Archive|Module 1]] in this Module.<br> ...''. Please refer to <u>[[Tutorial_Module01_Archive#Run_Simulation | Module 1]]</u> for a detailed description of the various methods for running a TUFLO
    16 KB (2,927 words) - 11:38, 5 April 2024
  • :*Part 1: 2D Variable Geometry Time Trigger - the dam break begins at 1 hour and develops over 15 minutes. =Part 1 - 2D Variable Geometry Time Trigger=
    34 KB (5,731 words) - 17:00, 24 November 2023
  • ===1. Create a new 1d_nwk layer=== ...pulated. The first dropdown will point to the 1d_nwk layer created in Step 1. The 'Select Feature on Map' tool is used to select the newly drawn arch br
    13 KB (2,251 words) - 00:02, 13 December 2022
  • 1) Open the Flood Modeller software and in the 'Home' tab select the 'General 1) Click on the start button in windows and open the Control Panel. In the Co
    13 KB (2,139 words) - 11:43, 5 April 2024
  • Increment the dambreak layer from Part 1 to change time trigger into water level trigger: <br>
    3 KB (490 words) - 10:13, 17 November 2023
  • :*Part 1: Global Rainfall - apply uniform rainfall to all active cells. =Part 1 - Global Rainfall=
    22 KB (3,635 words) - 17:32, 25 September 2023
  • :*Layer 1: Beneath the bridge deck.
    3 KB (496 words) - 09:13, 15 August 2023
  • ...r iterations; for example module 2 builds upon the model created in module 1. For this purpose, models developed during the previous modules are availa ==Module 1: 2D only model==
    12 KB (1,890 words) - 09:42, 22 June 2022
  • ...ly (default): This option increments the filename and the GPKG database by 1. It closes the old layer and opens the new one. For example, the tool incre ...ion increments the filename of the selected layer and the GPKG database by 1. It also copies all other layers from the original GPKG database into the i
    15 KB (2,559 words) - 09:07, 13 November 2023
  • ...odule01_Archive#TUFLOW_Boundary_Condition_Database_.28bc_dbase.29 | Module 1]]</u>). We will create three different boundaries: [[File:Tute M01 Arc 2d bc 1.png|frame|none]]
    7 KB (1,249 words) - 13:24, 5 April 2024
  • | align="center" | 1.8 | align="center" | 1.8
    10 KB (1,707 words) - 15:52, 6 January 2023
  • ...color="green"><tt> !Commands specific to the 'EXG', 'DEV', Bridge Options 1 and 3</tt></font><br> ...files (for example, specifying '''FINB1''' will simulate our Bridge Option 1 scenario. Alternatively, specifying '''EXG''' will simulate our existing sc
    12 KB (2,109 words) - 10:02, 9 January 2023
  • ...color="green"><tt> !Commands specific to the 'EXG', 'DEV', Bridge Options 1 and 3</tt></font><br> ...files (for example, specifying '''FINB1''' will simulate our Bridge Option 1 scenario. Alternatively, specifying '''EXG''' will simulate our existing sc
    12 KB (2,109 words) - 10:01, 9 January 2023
  • ...color="green"><tt> !Commands specific to the 'EXG', 'DEV', Bridge Options 1 and 3</tt></font><br> ...files (for example, specifying '''FINB1''' will simulate our Bridge Option 1 scenario. Alternatively, specifying '''EXG''' will simulate our existing sc
    12 KB (2,083 words) - 10:01, 9 January 2023
  • ...ReFH was first published in 2005 by Kjeldsen ''et al'' [[#References|<sup>1</sup>]] as a replacement for the original FEH rainfall-runoff method, the F ...uirement that the duration must be an odd multiple of the timestep. Table 1 below shows some common timesteps for some common durations. Where possibl
    20 KB (3,294 words) - 04:57, 26 September 2023
  • <li>"n_or_n_F" = 1 (materials are being defined in the cross-section csv files. n_or_n_F is a <li> Leave “Column 1”, which is used for time, blank (DSS files store the time with the curve
    10 KB (1,668 words) - 09:54, 21 December 2023
  • |uplink=[[Tutorial_M01#Project_Initialisation| Back to Module 1 Main Page]]
    3 KB (519 words) - 11:28, 14 August 2023
  • ...scharge to allow for any blockage and/or if Number_of pits is greater than 1.
    3 KB (562 words) - 13:38, 7 January 2019
  • ...create a TIN based on the model elevations around the polygon perimeter at 1/2 cell increments (in doing so, breaching the dam wall). We have placed two * Trigger_Value = 1.0
    16 KB (2,766 words) - 11:26, 9 January 2023
  • ...ctor>"|| Scale factor to scale the size of the arrows. The default is sf = 1, which means the cell size of the first 2D domain in the .tcf file is equiv ...corners. For a "-asc" output if no grid input is specified the default is 1/2 of the 2D cell size.<br>
    17 KB (3,060 words) - 11:21, 14 March 2024
  • ...odule01_Archive#TUFLOW_Boundary_Condition_Database_.28bc_dbase.29 | Module 1]]</u>). We will create three different boundaries: ...attribute, this value of 0.01 is in metres per metre and corresponds to a 1% water surface slope. TUFLOW will automatically create a stage-discharge
    7 KB (1,325 words) - 13:25, 5 April 2024
  • ...discharges to an open channel represented in Flood Modeller as per Figure 1. [[File:X1DH Link.png|thumb|Border|none|700px|Figure 1: TUFLOW Pipe Network Discharging to a Flood Modeller Representation of an O
    8 KB (1,475 words) - 00:47, 6 June 2020
  • ...ReFH was first published in 2005 by Kjeldsen ''et al.''[[#References|<sup>1</sup>]]. ...rom ReFH2, the 1 year net rainfall column is called '''"Total net rain mm (1 year) - as 100% rural model”'''. We can set column 2 to look for the '''
    13 KB (2,084 words) - 11:46, 9 January 2023
  • ...The depth and velocities are shown in the 2nd image. Both images are at 1:15min into the simulation.</li> ...ints, lines and regions. This example is discussed more in Section 4.4.10.1 of the 2010 TUFLOW manual.
    8 KB (1,445 words) - 11:44, 9 January 2023
  • |uplink=[[Tutorial_M01#Check_Files| Back to Module 1 Main Page]]
    3 KB (604 words) - 17:43, 14 August 2023
  • |uplink=[[Tutorial_M01#Check_Files| Back to Module 1 Main Page]]
    4 KB (622 words) - 16:48, 20 September 2023
  • ...ing methods at the same time (for example plot results from vertical layer 1, 2, 3.. etc). The standard cross-section plotting tool will plot only the c Since version 3.1.0 TUFLOW Viewer will calculate mesh intersections with the plotting line an
    3 KB (499 words) - 14:58, 2 June 2021
  • :*Layer 1: Beneath the bridge deck.
    3 KB (567 words) - 12:37, 14 August 2023
  • = Test Case 1 - Rural Dam Break (United Kingdom)= | t = 0.5h || t = 1.5h || t = 2.5h || t = 4.0h
    21 KB (3,326 words) - 11:46, 30 May 2022
  • ...e landuses within our study area. Amend the second column for Material IDs 1 (pasture), 3 (buildings) and 11 (maintained grass) as shown in the figure b ...plied. Between 0.03 to 0.1m, a Manning's n value is interpolated between 0.1 and 0.06. For all other Material IDs, the Manning’s n value specified in
    21 KB (3,669 words) - 13:18, 5 April 2024
  • ...liar with TUFLOW-SWMM linking, we recommend completing TUFLOW-SWMM Modules 1 and 2 prior to starting this tutorial. <br> ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
    27 KB (4,354 words) - 16:37, 20 May 2024
  • ...arity, however if left at zero TUFLOW will by default change this value to 1. There are a range of Flags that can be used within the 2d_bc file, also D
    8 KB (1,482 words) - 01:43, 4 July 2020
  • ...liar with TUFLOW-SWMM linking, we recommend completing TUFLOW-SWMM Modules 1 and 2 prior to starting this tutorial. <br> ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
    27 KB (4,356 words) - 09:39, 7 May 2024
  • * ''GROUP BY CONTROL FILE 1''<br> Similar to "GROUP BY CONTROL FILE 1" except will treat TRD and TEF as separate control files.<Br>
    8 KB (1,383 words) - 20:41, 22 December 2023
  • :* Storm duration (eg. 1,2,3,6,12, 24, 36 hours etc.) <br> :* Design storm temporal pattern (eg. Australian Rainfall and Runoff 1 to 10)<br>
    45 KB (7,535 words) - 13:20, 5 April 2024
  • |uplink=[[Tutorial_M01#Results| Back to Module 1 Main Page]]
    4 KB (616 words) - 08:42, 15 August 2023
  • ...e ESRI binary (float) version of the ASC files, their size is about 1/2 to 1/5 of an ASC file. To convert ASC to FLT, use -conv switch with our <u>[[ASC
    8 KB (1,307 words) - 15:05, 27 December 2023
  • ...01_Model_Controls_SMS_Archive#Material Sets|this section]] from the module 1 tutorial to review how to do this. <li>In the ''General'' tab change the ''Timestep'' to "1.5" seconds, ''Output interval'' to "180" seconds and ''Initial Water Level'
    4 KB (617 words) - 14:29, 6 January 2023
  • ...utorial_Module01_Archive#Reviewing_Model_Performance | discussed in Module 1 of the TUFLOW Tutorial Model]], the main watercourse channel is not very we ...ve#Advanced_-_Model_Resolution_.28Optional.29 | optional section of Module 1 of the TUFLOW Tutorial Model]], we looked at reducing the cell size to get
    22 KB (3,885 words) - 10:48, 5 April 2024
  • ..._Tutorial_M01#Check_Files_and_Results_Output| Back to TUFLOW SWMM Tutorial 1]]
    4 KB (633 words) - 10:26, 19 April 2024
  • ..._Tutorial_M01#Check_Files_and_Results_Output| Back to TUFLOW SWMM Tutorial 1]]
    4 KB (633 words) - 16:27, 20 May 2024
  • ...sing the TUFLOW Viewer Plugin. Please return to the tutorial model, Module 1. In the next step we review the performance of the TUFLOW model (warnings,
    4 KB (602 words) - 12:34, 9 January 2023
  • ..."background-color:#005581; font-weight:bold; color:white;" width=20%| Line 1 * Shape_Width_or_dMax less than or equal to 1.5 times the cell size - a line of whole cells are modified (a "thick" break
    8 KB (1,423 words) - 15:01, 6 January 2023
  • ...r="blue"><tt>Timestep</tt></font> <font color="red"><tt>==</tt></font> <tt>1.5</tt><br> :''Tip 1: Indenting commands within your Domain block makes your code more legible.'
    17 KB (2,956 words) - 13:19, 5 April 2024
  • ..."background-color:#005581; font-weight:bold; color:white;" width=20%| Line 1 * Shape_Width_or_dMax less than or equal to 1.5 times the cell size - a line of whole cells are modified (a "thick" break
    9 KB (1,470 words) - 15:01, 6 January 2023
  • ...https://www.fhwa.dot.gov/engineering/hydraulics/library_arc.cfm?pub_number=1&id=5 ''Hydraulics of Bridge Waterways'' (Bradly, 1978)] or [https://austroa *The head loss (afflux) peaks when the water level is approximately 1.6*T above the bridge soffit, and decays slowly as the bridge becomes progre
    30 KB (4,875 words) - 12:10, 3 January 2023
  • <li>In the '''GIS to Feature Objects Wizard, Step 1'' choose ''Material'' in the combo-box in the column labeled ''MaterialName
    3 KB (591 words) - 12:21, 9 January 2023
  • * <u>[[TUFLOW SWMM Tutorial M01 | TUFLOW SWMM Module 1]]</u> - 1D SWMM Culverts ...ence_Manual_Volume1_Hydrology_P100NYRA.pdf SWMM5 Reference Manual - Volume 1 (Hydrology)]</u>
    10 KB (1,521 words) - 16:03, 27 February 2024
  • error, message = res.LP_getData('Head',1,0.01) Returns the water level (head) data at time 1 hours using a search tolerance of 0.01 hours.
    16 KB (2,602 words) - 15:48, 10 May 2018
  • <li>'''Inlet 2d capture flag (1=has 2d connection) field:''' Name of the XPSWMM GIS layer's field that dete
    4 KB (708 words) - 15:20, 1 March 2024
  • ...iles are ESRI binary (float) version of the ASC files, their size is about 1/5 of an ASC file. Binary files can also be processed faster by TUFLOW utili
    4 KB (656 words) - 16:41, 5 March 2021
  • * Create a wait (e.g. start a simulation in 1 hour) ....tcf file is specified, the simulation stops and returns an error level of 1 to the operating system.
    29 KB (5,102 words) - 01:51, 5 September 2023
  • Since version 3.1.0, TUFLOW Viewer will calculate mesh intersections with the plotting line a ...tions''' in '''Settings >> Options >> Check / Debug'''. Prior to version 3.1.0, TUFLOW Viewer used a sampling distance which can be set in the options.<
    4 KB (619 words) - 23:05, 21 September 2022
  • | rowspan=1|2016-03-AD | rowspan=1|2013-12-AA
    25 KB (4,102 words) - 07:55, 4 January 2023
  • ...iliar with TUFLOW SWMM linking, we recommend completing TUFLOW SWMM Module 1 prior to starting this tutorial. <br> ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
    35 KB (5,623 words) - 13:24, 26 April 2024
  • ...iliar with TUFLOW SWMM linking, we recommend completing TUFLOW SWMM Module 1 prior to starting this tutorial. <br> ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
    35 KB (5,625 words) - 16:42, 20 May 2024
  • ...llenge 1, please see the <u>[[FMA Challenge 1 (1D-2D linked)|FMA Challenge 1]]</u> page. *General 2D modelling - <u>[[Tutorial_M01|Tutorial Module 1]]</u>
    16 KB (2,560 words) - 14:59, 6 January 2023
  • |<1.0 |<1.0
    10 KB (1,547 words) - 15:31, 30 May 2022
  • =====Initial Losses For Durations Less Than 1 Hour===== ...selects the method for determining intial loss values for events less than 1 hr in duration:
    20 KB (3,300 words) - 02:52, 8 March 2024
  • ...ted to use the inspected Zpts. Please return to the tutorial model module 1 page where the next step is to [[Module1_test_Archive#Define_Preliminary_Ac
    4 KB (754 words) - 11:58, 9 January 2023
  • |Intel(R) Core(TM) i7-6700K CPU @ 4.80GHz||4.8||64||2667||14.9||136.1|| N/A ||151.0||RLO2 ...Core(TM) i7-6700K CPU @ 4.70GHz ||4.7||64||2500||15.2||138.9|| N/A ||154.1||RLO
    27 KB (3,903 words) - 10:42, 27 September 2023
  • A 'healthy' model will usually report up to 1% mass error. Higher mass error is an indication the solution is not converg ...reached by 20%. The timestep will not be repeated with Nc, Nu smaller than 1.2 and Nd smaller than 0.36. <br>
    10 KB (1,688 words) - 10:27, 10 August 2023
  • ...are not already familiar with TUFLOW, we recommend first completing Module 1 and 2 of the <u>[[Tutorial_Introduction | "TUFLOW Only" Tutorials]]</u> to ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
    26 KB (4,215 words) - 16:26, 20 May 2024
  • ...are not already familiar with TUFLOW, we recommend first completing Module 1 and 2 of the <u>[[Tutorial_Introduction | "TUFLOW Only" Tutorials]]</u> to ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
    26 KB (4,234 words) - 09:24, 17 May 2024
  • UseBroadcast=1
    5 KB (756 words) - 09:13, 18 March 2024
  • * PREDICTOR=1/2 - Compression predictor. Supported options are none [1] and horizontal differencing [2]. Default - 2. * PREDICTOR=1/2 - Compression predictor. Supported options are none [1] and horizontal differencing [2]. Default - 2.
    38 KB (6,516 words) - 22:19, 4 April 2024
  • ** TUFLOW Classic - timestep should be between 1/2 to 1/5 seconds of the cell size in metres. Some models perform well at the highe
    10 KB (1,630 words) - 22:28, 14 June 2023
  • {| Border ="1" cellpadding="8" style="text-align:center"
    8 KB (934 words) - 17:18, 2 March 2023
  • ...as per [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial Module 1]] ...in the [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial Module 1]] page. If the simulation fails to start, please refer to the troubleshooti
    19 KB (3,378 words) - 10:50, 5 April 2024
  • :::* Area of ponding: 1 ...https://docs.tuflow.com/classic-hpc/release/2023-03-AD/SWMM-Input-Detailed-1.html#tab:tab-SWMM-Input-Junctions TUFLOW 2023-03-AD Release Notes (Table A.
    5 KB (849 words) - 13:33, 1 March 2024
  • ...g interval along plotting lines (e.g. along a cross-section line). Since 3.1.0 TUFLOW Viewer will calculate mesh intersections with the plotting line an <li> '''Label Field Index''' - sets the index (starting at index 1) of the attribute field used for the plot legend when plotting from an exis
    5 KB (831 words) - 23:12, 21 September 2022
  • ...0.01 into the b attribute (this is a slope in metres per metre, this is a 1% water surface slope.</li>
    5 KB (846 words) - 12:45, 9 January 2023
  • ...ted to use the inspected Zpts. Please return to the tutorial model module 1 page where the next step is to [[Module1_test#Define_Preliminary_Active_and
    6 KB (1,017 words) - 11:34, 29 September 2011
  • ...levels of nesting, so your smallest cell size can be (1/2)<sup>8</sup>, or 1/256, of your base cell size.<br> ...><tt>Map Output Data Types</tt></font> ). Flow close to a Froude number of 1 is always likely to be jumpy as so much energy is hidden in the velocity of
    18 KB (3,230 words) - 10:03, 25 January 2024
  • <li><tt>res_to_res.exe -dur0.1 -typeD results.xmdf</tt></li> ...results file containing the depth outputs between 1.0 and 2.5 hours. Both 1 and 2.5 hour outputs are included.
    14 KB (2,490 words) - 16:36, 22 August 2023
  • ...We suggest you get familiar with the document by reading through Chapters 1 and 2 to get you started.
    5 KB (926 words) - 09:28, 22 June 2022
  • ..., we will import a check file created when the model was run during module 1. In MapInfo import the grid check file "M01_5m_002_grd_check.MIF" from file
    5 KB (996 words) - 13:28, 5 April 2024
  • :*<u>[[Tutorial_M01 | Module 1]]</u> - 2D Base Model
    5 KB (845 words) - 08:56, 18 December 2023
  • ...simulation time because the model timestep is typically in the order of 0.1~10 seconds. This might cause issues in reading and outputting boundary data Where k is the viscosity coefficient in Pa.s when ''n'' = 1. Where ''n''=1, this relates to a Newtonian fluid. You can then use an appropriate value
    23 KB (3,703 words) - 01:15, 12 September 2023
  • '''TABLE 1: convert_to_ts1 Options (Switches)'''
    6 KB (956 words) - 09:56, 31 January 2020
  • :*ArcMap (10.1 and newer) - the ArcTUFLOW Toolbox can be used to automatically create the .../tt></font> <font color="green"><tt> ! Sets all cells to a material ID of 1</tt></font><br>
    33 KB (5,505 words) - 15:53, 20 February 2024
  • '''TABLE 1: 12da_to_from_GIS Options (Switches)'''
    5 KB (1,006 words) - 20:56, 6 September 2016
  • ...s demonstrated in <u>[[Tutorial_M01#Project_Initialisation|Tutorial Module 1]]</u>).<br> This page of the TUFLOW Wiki provides a reference list of the t ...color="red"><tt>==</tt></font> || Used to set the code status of a cell (1 = active or 0 = inactive).
    16 KB (2,556 words) - 02:22, 16 March 2024
  • ...ls, we will open a check file created when the model was run during module 1. In ArcMap open the grid check file '''"M01_5m_002_grd_check_R.shp"''' fro
    6 KB (1,078 words) - 13:28, 5 April 2024
  • ...onventional road surface. Other values are given in the following '''Table 1'''. (For more details, please see Section: 5, Table 5.3N of the [https://ww '''Table 1:''' Values of Manning's ''n''
    17 KB (2,613 words) - 18:24, 3 April 2024
  • * Height = 1.2m ...nce for faster flows associated with different flood events, a timestep of 1 second may be appropriate.
    12 KB (2,203 words) - 09:33, 9 April 2024
  • [[File:Setting Runner 1.jpg|550px|]]<br> * Option 1 - Three configurations where two have a GPU, 12 threads, and 0 threads rese
    6 KB (934 words) - 08:00, 26 April 2024
  • :*Event Magnitudes: 5% AEP, 2% AEP and 1% AEP
    10 KB (1,639 words) - 14:27, 15 August 2023
  • ...ge Recurrence Interval (ARI) event being modelled. The cut area will have 1 m removed from the existing ground surface to increase the conveyance in th ...y was described in <u>[[Tutorial_Module01_Archive#Viewing_Results | Module 1]]</u>. There is also a separate page discussing the [[TUFLOW_to_GIS | TUFL
    22 KB (3,925 words) - 13:14, 5 April 2024
  • *An absolute amount, for example, maximum increase in water level of 0.1 m. ...sets a limit using a more extreme event. For example, an increase in the 1% AEP level must not exceed the 0.5% AEP level.
    12 KB (1,864 words) - 13:47, 1 November 2022
  • ...ls, we will open a check file created when the model was run during module 1. In QGIS open the grid check file '''"M01_5m_002_grd_check_R.shp"''' from
    6 KB (1,159 words) - 13:28, 5 April 2024
  • <li> '''Input DEM''' - input raster. Currently only 1 input is supported, so if you are using tiled rasters datasets, they would
    6 KB (1,012 words) - 14:59, 30 January 2024
  • {| Border ="1" cellpadding="8" style="text-align:center"
    14 KB (1,698 words) - 17:02, 29 August 2023
  • <li>Repeat the update process to update the ''AT_NODES'' to 1 (for true). This tells TUFLOW to automatically calculate the storage at th
    6 KB (1,081 words) - 15:51, 6 January 2023
  • | Number_of || 1 ...nominated full flow area in m<sup>2</sup> and flow width in m. Section 4.5.1.2 of the 2010 TUFLOW Manual provides further information on the Pit Inlet D
    6 KB (1,069 words) - 10:10, 9 January 2023
  • | Number_of || 1 ...nominated full flow area in m<sup>2</sup> and flow width in m. Section 4.5.1.2 of the 2010 TUFLOW Manual provides further information on the Pit Inlet D
    6 KB (1,079 words) - 10:09, 9 January 2023
  • ...geometry in this run so the latest version is the one we created in module 1. ...''. Please refer to <u>[[Tutorial_Module01_Archive#Run_Simulation | Module 1]]</u> for a detailed description of the various methods for running a TUFLO
    21 KB (3,713 words) - 13:09, 5 April 2024
  • | Number_of || 1 ...nominated full flow area in m<sup>2</sup> and flow width in m. Section 4.5.1.2 of the 2010 TUFLOW Manual provides further information on the Pit Inlet D
    6 KB (1,114 words) - 10:10, 9 January 2023
  • '''TABLE 1: 12da_to_from_GIS Options (Switches)'''
    7 KB (1,199 words) - 14:53, 30 October 2023
  • <li>[[Manhole_Simple_Loss_Example#Example 1: Single Incoming/Outgoing Pipe with No Incoming Angle or Drop|Single Incomi
    7 KB (1,222 words) - 16:45, 1 March 2024
  • ...'' - Takes the difference between 2 grids. Must specify an input for "Grid 1" and "Grid 2". '''<u>[[ASC_to_ASC#Difference | More information... ]]</u>''
    8 KB (1,377 words) - 13:00, 5 April 2024
  • ...''. Showing nodes was used <u>[[Tute_M01_Boundaries_MI_Archive |in module 1]]</u> to snap the external boundary.</li>
    7 KB (1,297 words) - 15:50, 6 January 2023
  • *In row 1 under column named ''D'', right click and select paste. You should see the
    8 KB (1,288 words) - 15:33, 6 January 2023
  • '''TABLE 1: Common File Types encountered in TUFLOW modelling'''
    7 KB (1,224 words) - 18:10, 28 June 2023
  • 1. [[#Configure_TUFLOW | Configure TUFLOW (Required Initialization Step)]] <b
    8 KB (1,345 words) - 00:47, 30 November 2023
  • <li><tt>dat_to_dat.exe -dur0.1 -typeD results.xmdf</tt></li> ...a new results file containing the outputs between 1.0 and 2.5 hours. Both 1 and 2.5 hour outputs are included.
    9 KB (1,608 words) - 05:47, 28 October 2012
  • | Groundwater - 1 soil layer, horizontal hydraulic conductivity | rowspan="1" id="1D Open Channel / 2D Floodplain Modelling" | <b>1D Open Channel / 2D F
    17 KB (2,622 words) - 17:49, 1 March 2024
  • As discussed in Module 1 (<u>[[Tutorial_Module01_Archive#Reviewing_Model_Performance |discussion her In the optional section of module 1 (<u>[[Tutorial_Module01_Archive#Advanced_-_Model_Resolution_.28Optional.29
    36 KB (6,416 words) - 13:12, 5 April 2024
  • * To carry out the hydraulic computations provided Step 1 above produces no ERROR messages.
    8 KB (1,419 words) - 11:30, 8 April 2024
  • ...aklines in Z Shape (2d_zsh) layers. Thick/wide breaklines raises more than 1 rows of cell centres and 2 rows of cell faces, and thus do not experience s
    10 KB (1,719 words) - 14:03, 20 February 2024
  • * Height = 1.2m ...nce for faster flows associated with different flood events, a timestep of 1 second may be appropriate.
    9 KB (1,566 words) - 10:47, 24 January 2023
  • <li> During Step 1 above, the '''Default Layout''' lets the user specify some items to add to
    10 KB (1,779 words) - 15:36, 1 March 2024
  • *<u>[[TUFLOW_SWMM_Tutorial_M01 | TUFLOW SWMM Module 1]]</u> - 1D SWMM Culverts
    10 KB (1,633 words) - 14:40, 16 February 2024
  • :''* For ArcMap 10.1 and newer users, the <u>[[TUFLOW_ArcGIS_Toolbox | ArcTUFLOW Toolbox]]</u> c ...a new file and save to the '''TUFLOW\runs''' folder. Since this is Module 1 and the model we’ll produce has a 5m grid, name the file '''M01_5m_001.tc
    53 KB (8,955 words) - 11:34, 5 April 2024
  • A TUFLOW toolbox is available for ArcMap 10.1 and newer. This toolbox helps with streamlining the process of creating and |Start Model Build || 1. [[#Configure_TUFLOW | Configure TUFLOW (Required Initialization Step)]]
    10 KB (1,535 words) - 00:22, 30 November 2023
  • ...''. Please refer to <u>[[Tutorial_Module01_Archive#Run_Simulation | Module 1]]</u> for a detailed description of the various methods for running a TUFLO ...Module01_Archive#Viewing_Results | Viewing Results]]</u> section of Module 1.
    33 KB (5,914 words) - 13:16, 5 April 2024
  • See Table 5-1 of the <u>[https://downloads.tuflow.com/_archive/TUFLOW/Releases/2018-03/TU
    12 KB (2,156 words) - 11:33, 15 August 2023
  • {| Border ="1" cellpadding="8" style="text-align:center"
    18 KB (2,022 words) - 18:48, 23 February 2024
  • =Part 1 - 1D Open Channel with Culverts=
    23 KB (3,944 words) - 14:28, 15 August 2023
  • '''Figure 1 Water level simulation results with SGS. Left: 2.5/5/10/20m Quadtree model. ...ped depth over a road crest from models with mesh sizes ranging from 5m to 1.25m. As can be seen, some areas don't have remapped depths despite the wate
    11 KB (1,864 words) - 09:43, 22 July 2020
  • See Table 5-1 of the <u>[https://downloads.tuflow.com/_archive/TUFLOW/Releases/2018-03/TU
    15 KB (2,656 words) - 23:13, 15 August 2023
  • ...one-river-flood-study-vol-1-of-2-final Johnston River Flood Study - Volume 1] * [https://www.tweed.nsw.gov.au/files/assets/public/v/1/documents/property-and-rates/floods-and-stormwater/coastal-creeks-flood-stu
    15 KB (2,087 words) - 11:22, 5 April 2024
  • {| Border ="1" cellpadding="8" style="text-align:center"
    22 KB (2,426 words) - 19:16, 27 February 2024
  • ...in 1d_nwk layer becomes a Manning's ''n'' multiplier. It is usually set to 1 and could be used for calibration purposes.<br>
    20 KB (3,593 words) - 13:48, 23 June 2023
  • {| Border ="1" cellpadding="8" style="text-align:center"
    30 KB (3,316 words) - 16:48, 9 April 2024
  • ...l situations provided losses are being adjusted every timestep. A value of 1.0 with adjusted losses is derived from the fluid flow physics (momentum or ...ficients are typically based on a near zero approach velocity), and to use 1.0 for the exit loss coefficient. This applies to 1D culverts connected to 1
    22 KB (3,699 words) - 00:36, 18 November 2023
  • ...eful of using cell sizes significantly smaller than the depth (see Section 1.4). However, as cells have been becoming finer and finer with the advent of .../2D boundary values over time. A 'healthy' model will usually report up to 1% mass error. Higher mass error is an indication the solution is not converg
    24 KB (4,106 words) - 11:58, 15 December 2023
  • ...Intel(R) Core(TM) i9-13900F (32 CPUs) @ 2.0GHz ||2.0||128||4000||41.2||124.1||165.3||AW1 ...el(R) Core(TM) i9-9900K CPU @ (5.10GHz)||(5.1)||16||4000||58.2||179.9||238.1||RRB
    24 KB (3,054 words) - 18:19, 8 April 2024

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