Tutorial M10 003 GIS Inputs QGIS - Revision history

Emilie Nielsen at 02:13, 6 February 2025

2025-02-06T02:13:43Z

← Older revision		Revision as of 12:13, 6 February 2025
Line 32:		Line 32:
	:*Width_or_Dia = Top width of the dam failure channel.		:*Width_or_Dia = Top width of the dam failure channel.
	:*Height_or_WF = Weir coefficient Cd of the intact part.<br>		:*Height_or_WF = Weir coefficient Cd of the intact part.<br>
	See Section 2.2.1 of the <u>[https://~~downloads~~.tuflow.com/~~TUFLOW~~/~~Releases~~/~~2020-10~~/TUFLOW~~%20Release%20Notes.2020-10-AD.pdf Release~~ ~~Notes~~]</u> for more information on the attributes.<br>		See Section 5.10.8 of the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information on the attributes.<br>
	<br>		<br>
	{{Video\|name=Animation_M10_003_GIS_02h.mp4\|width=1223}}<br>		{{Video\|name=Animation_M10_003_GIS_02h.mp4\|width=1223}}<br>

Emilie Nielsen at 01:18, 15 August 2023

2023-08-15T01:18:37Z

← Older revision		Revision as of 11:18, 15 August 2023
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	:*Height_or_WF = Height of the piping orifice when fully breached.<br>		:*Height_or_WF = Height of the piping orifice when fully breached.<br>
	<br>		<br>
			{{Video\|name=Animation_M10_003_GIS_01h.mp4\|width=1223}}<br>
	[[File:Animation M10 003 GIS 01h.gif]]<br>
	<br>		<br>
	<li>The '''1d_nwk_M10_dambreak_003_L''' layer represents a 1D operational channel to model dam break in 1D:		<li>The '''1d_nwk_M10_dambreak_003_L''' layer represents a 1D operational channel to model dam break in 1D:
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	See Section 2.2.1 of the <u>[https://downloads.tuflow.com/TUFLOW/Releases/2020-10/TUFLOW%20Release%20Notes.2020-10-AD.pdf Release Notes]</u> for more information on the attributes.<br>		See Section 2.2.1 of the <u>[https://downloads.tuflow.com/TUFLOW/Releases/2020-10/TUFLOW%20Release%20Notes.2020-10-AD.pdf Release Notes]</u> for more information on the attributes.<br>
	<br>		<br>
			{{Video\|name=Animation_M10_003_GIS_02h.mp4\|width=1223}}<br>
	[[File:Animation M10 003 GIS 02h.gif]]<br>
	<br>		<br>

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	<li>It is recommended to have a grd_check file from a previous run (with the same model cell size) turned on when digitising SX lines as the number of cells selected must correspond to the dimensions of the 1D structure. In this module, the 'Top Width Fully Breached' specified in the TOC is 25m, therefore 5 cells are selected:<br>		<li>It is recommended to have a grd_check file from a previous run (with the same model cell size) turned on when digitising SX lines as the number of cells selected must correspond to the dimensions of the 1D structure. In this module, the 'Top Width Fully Breached' specified in the TOC is 25m, therefore 5 cells are selected:<br>
	<br>		<br>
	~~[[File:~~Animation M10 003 GIS 03i.~~gif]]~~<br>		{{Video\|name=Animation M10 003 GIS 03i.mp4\|width=1223}}<br>
	<br>		<br>
	</ol>		</ol>

Emilie Nielsen: /* Method */

2023-06-15T05:25:11Z

Method

← Older revision		Revision as of 15:25, 15 June 2023
Line 5:		Line 5:
	= Method =		= Method =
	Navigate to the '''Module_10\Tutorial_Data''' folder. Copy and save all the below layers into the '''Module_10\TUFLOW\model\gis''' folder:		Navigate to the '''Module_10\Tutorial_Data''' folder. Copy and save all the below layers into the '''Module_10\TUFLOW\model\gis''' folder:
	:*1d_nwk_M10_piping_003_L		:*'''1d_nwk_M10_piping_003_L'''
	:*1d_nwk_M10_dambreak_003_L		:*'''1d_nwk_M10_dambreak_003_L'''
	:*2d_bc_M10_piping_dambreak_003_L		:*'''2d_bc_M10_piping_dambreak_003_L'''

	Investigate the supplied files:		Investigate the supplied files:

Emilie Nielsen: /* Method */

2023-04-27T01:55:58Z

Method

← Older revision		Revision as of 11:55, 27 April 2023
Line 14:		Line 14:
	:*Drag and drop the .shp files into the QGIS workspace; or		:*Drag and drop the .shp files into the QGIS workspace; or
	:*Select Layer > Add layer > Add Vector Layer and navigate to the '''Module_10\TUFLOW\model\gis''' folder.		:*Select Layer > Add layer > Add Vector Layer and navigate to the '''Module_10\TUFLOW\model\gis''' folder.
	<li>The 1d_nwk_M10_piping_003_L layer represents piping through the dam wall:		<li>The '''1d_nwk_M10_piping_003_L''' layer represents piping through the dam wall:
	:*ID = Unique Channel ID.		:*ID = Unique Channel ID.
	:*Type = 'PF'.		:*Type = 'PF'.
Line 25:		Line 25:
	[[File:Animation M10 003 GIS 01h.gif]]<br>		[[File:Animation M10 003 GIS 01h.gif]]<br>
	<br>		<br>
	<li>The 1d_nwk_M10_dambreak_003_L layer represents a 1D operational channel to model dam break in 1D:		<li>The '''1d_nwk_M10_dambreak_003_L''' layer represents a 1D operational channel to model dam break in 1D:
	:*ID = Unique Channel ID.		:*ID = Unique Channel ID.
	:*Type = 'DF'.		:*Type = 'DF'.

ElizaCollison: /* Method */

2022-11-11T03:54:17Z

Method

← Older revision		Revision as of 13:54, 11 November 2022
Line 17:		Line 17:
	:*ID = Unique Channel ID.		:*ID = Unique Channel ID.
	:*Type = 'PF'.		:*Type = 'PF'.
	:*n_nF_Cd = '0.015'.
	:*US_Invert = Inlet elevation of the piping.		:*US_Invert = Inlet elevation of the piping.
	:*DS_Invert = Outlet elevation of the piping.		:*DS_Invert = Outlet elevation of the piping.
Line 29:		Line 28:
	:*ID = Unique Channel ID.		:*ID = Unique Channel ID.
	:*Type = 'DF'.		:*Type = 'DF'.
	:*n_nF_Cd = '0.015'.
	:*US_Invert = Elevation of the dam crest level before failure.		:*US_Invert = Elevation of the dam crest level before failure.
	:*Inlet_Type = Refers to the Dam Failure operational control definition in .toc file.		:*Inlet_Type = Refers to the Dam Failure operational control definition in .toc file.

ElizaCollison: /* Method */

2022-05-13T13:21:23Z

Method

← Older revision		Revision as of 23:21, 13 May 2022
Line 39:		Line 39:
	<br>		<br>

	<li>The 2d_bc layer uses SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary. ~~The length of the SX line is sufficient to match the width of the DF channel: <br>~~		<li>The 2d_bc layer uses SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary.
			<li>It is recommended to have a grd_check file from a previous run (with the same model cell size) turned on when digitising SX lines as the number of cells selected must correspond to the dimensions of the 1D structure. In this module, the 'Top Width Fully Breached' specified in the TOC is 25m, therefore 5 cells are selected:<br>
	<br>		<br>
	[[File:Animation M10 003 GIS 03i.gif]]<br>		[[File:Animation M10 003 GIS 03i.gif]]<br>

ElizaCollison: /* Method */

2022-05-13T13:08:46Z

Method

← Older revision		Revision as of 23:08, 13 May 2022
Line 41:		Line 41:
	<li>The 2d_bc layer uses SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary. The length of the SX line is sufficient to match the width of the DF channel: <br>		<li>The 2d_bc layer uses SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary. The length of the SX line is sufficient to match the width of the DF channel: <br>
	<br>		<br>
	[[File:Animation M10 003 GIS ~~03h~~.gif]]<br>		[[File:Animation M10 003 GIS 03i.gif]]<br>
	<br>		<br>
	</ol>		</ol>

Pavlina Monhartova: /* Method */

2022-05-13T12:22:31Z

Method

← Older revision		Revision as of 22:22, 13 May 2022
Line 39:		Line 39:
	<br>		<br>

	<li>The 2d_bc layer ~~use~~ SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary. The length of the SX line is sufficient to match the width of the DF channel: <br>		<li>The 2d_bc layer uses SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary. The length of the SX line is sufficient to match the width of the DF channel: <br>
	<br>		<br>
	[[File:Animation M10 003 GIS 03h.gif]]<br>		[[File:Animation M10 003 GIS 03h.gif]]<br>

ElizaCollison: /* Method */

2022-05-13T10:26:57Z

Method

← Older revision		Revision as of 20:26, 13 May 2022
Line 24:		Line 24:
	:*Height_or_WF = Height of the piping orifice when fully breached.<br>		:*Height_or_WF = Height of the piping orifice when fully breached.<br>
	<br>		<br>
	[[File:Animation M10 003 GIS ~~01f~~.gif]]<br>		[[File:Animation M10 003 GIS 01h.gif]]<br>
	<br>		<br>
	<li>The 1d_nwk_M10_dambreak_003_L layer represents a 1D operational channel to model dam break in 1D:		<li>The 1d_nwk_M10_dambreak_003_L layer represents a 1D operational channel to model dam break in 1D:
Line 36:		Line 36:
	See Section 2.2.1 of the <u>[https://downloads.tuflow.com/TUFLOW/Releases/2020-10/TUFLOW%20Release%20Notes.2020-10-AD.pdf Release Notes]</u> for more information on the attributes.<br>		See Section 2.2.1 of the <u>[https://downloads.tuflow.com/TUFLOW/Releases/2020-10/TUFLOW%20Release%20Notes.2020-10-AD.pdf Release Notes]</u> for more information on the attributes.<br>
	<br>		<br>
	[[File:Animation M10 003 GIS ~~02f~~.gif]]<br>		[[File:Animation M10 003 GIS 02h.gif]]<br>
	<br>		<br>

	<li>The 2d_bc layer use SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary. <br>		<li>The 2d_bc layer use SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary. The length of the SX line is sufficient to match the width of the DF channel: <br>
	<br>		<br>
	[[File:Animation M10 003 GIS ~~03d~~.gif]]<br>		[[File:Animation M10 003 GIS 03h.gif]]<br>
	<br>		<br>
	</ol>		</ol>

ElizaCollison: Created page with "= Introduction = QGIS is used to create, import and view input data.

= Method = Navigate to the '''Module_10\Tutorial_Data''' folder. Copy and save all the below la..."

2022-05-10T14:42:01Z

Created page with "= Introduction = QGIS is used to create, import and view input data. = Method = Navigate to the '''Module_10\Tutorial_Data''' folder. Copy and save all the below la..."

New page

= Introduction =
QGIS is used to create, import and view input data. 
 

= Method =
Navigate to the '''Module_10\Tutorial_Data''' folder. Copy and save all the below layers into the '''Module_10\TUFLOW\model\gis''' folder:
:*1d_nwk_M10_piping_003_L
:*1d_nwk_M10_dambreak_003_L
:*2d_bc_M10_piping_dambreak_003_L

Investigate the supplied files:
<ol>
<li>Open the files, either: 
:*Drag and drop the .shp files into the QGIS workspace; or
:*Select Layer > Add layer > Add Vector Layer and navigate to the '''Module_10\TUFLOW\model\gis''' folder.
<li>The 1d_nwk_M10_piping_003_L layer represents piping through the dam wall:
:*ID = Unique Channel ID.
:*Type = 'PF'.
:*n_nF_Cd = '0.015'.
:*US_Invert = Inlet elevation of the piping.
:*DS_Invert = Outlet elevation of the piping.
:*Inlet_Type = Refers to the Piping Failure operational control definition in .toc file.
:*Width_or_Dia = Width of the piping orifice when fully breached.
:*Height_or_WF = Height of the piping orifice when fully breached. 
 
[[File:Animation M10 003 GIS 01f.gif]] 
 
<li>The 1d_nwk_M10_dambreak_003_L layer represents a 1D operational channel to model dam break in 1D:
:*ID = Unique Channel ID.
:*Type = 'DF'.
:*n_nF_Cd = '0.015'.
:*US_Invert = Elevation of the dam crest level before failure.
:*Inlet_Type = Refers to the Dam Failure operational control definition in .toc file.
:*Width_or_Dia = Top width of the dam failure channel.
:*Height_or_WF = Weir coefficient Cd of the intact part. 
See Section 2.2.1 of the [https://downloads.tuflow.com/TUFLOW/Releases/2020-10/TUFLOW%20Release%20Notes.2020-10-AD.pdf Release Notes] for more information on the attributes. 
 
[[File:Animation M10 003 GIS 02f.gif]] 
 

<li>The 2d_bc layer use SX type connection to link 1D elements into the 2D domain. It removes water out of the upstream cell(s) and deposits water back at the downstream cell(s). The line SX links need a CN (connection) line snapped from the upstream and downstream vertex of the 1D network line to the SX boundary. 
 
[[File:Animation M10 003 GIS 03d.gif]] 
 
</ol>

= Conclusion =
:*The 1D piping and 1D dam break layers were inspected.
:*The layers connecting the 1D to the 2D were reviewed.
 

{{Tips Navigation
|uplink=[[Tutorial_M10#GIS_Inputs_3| Back to Module 10 Main Page]]
}}

Tutorial M10 003 GIS Inputs QGIS - Revision history

Emilie Nielsen at 02:13, 6 February 2025

Emilie Nielsen at 01:18, 15 August 2023

Emilie Nielsen: /* Method */

Emilie Nielsen: /* Method */

ElizaCollison: /* Method */

ElizaCollison: /* Method */

ElizaCollison: /* Method */

Pavlina Monhartova: /* Method */

ElizaCollison: /* Method */

ElizaCollison: Created page with "= Introduction = QGIS is used to create, import and view input data. = Method = Navigate to the '''Module_10\Tutorial_Data''' folder. Copy and save all the below la..."

ElizaCollison: Created page with "= Introduction = QGIS is used to create, import and view input data.

= Method = Navigate to the '''Module_10\Tutorial_Data''' folder. Copy and save all the below la..."