Tute M06 MI 2D lfsch Archive - Revision history

Anne.Kolega: /* Create the 2D Layered Flow Constriction */ i.e.

2026-04-02T02:03:13Z

Create the 2D Layered Flow Constriction: i.e.

← Older revision		Revision as of 12:03, 2 April 2026
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	Observe the shape contained in this GIS layer. The polygon intersects the zpts where we want to modify the elevations and remove the road embankment. We will remove the embankment at this location by creating a GIS layer that tells TUFLOW to interpolate zpt elevations within the shape using the zpt elevations either side of the embankment. Additionally, the GIS layer will be designed such that TUFLOW does not use the zpt elevations where the two shapes intersect with the embankment. Refer to the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information on this procedure.		Observe the shape contained in this GIS layer. The polygon intersects the zpts where we want to modify the elevations and remove the road embankment. We will remove the embankment at this location by creating a GIS layer that tells TUFLOW to interpolate zpt elevations within the shape using the zpt elevations either side of the embankment. Additionally, the GIS layer will be designed such that TUFLOW does not use the zpt elevations where the two shapes intersect with the embankment. Refer to the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information on this procedure.
	<li> Digitise four points snapped to each of the polygon nodes that are circled in the image below.</li>		<li> Digitise four points snapped to each of the polygon nodes that are circled in the image below.</li>
			'''''Tip:'''''
⚫	~~'''''Tip:'''''~~ It is helpful to make nodes along the polygon perimeter visible by customising the layer properties in layer control. Before digitising points, ensure snap mode is turned on by hitting the S key. <br>

		⚫	It is helpful to make nodes along the polygon perimeter visible by customising the layer properties in layer control. Before digitising points, ensure snap mode is turned on by hitting the S key. <br>
	[[File:M06_North_Road_MI.png]]		[[File:M06_North_Road_MI.png]]
	[[File:M06_MI_Show_Nodes.png]]		[[File:M06_MI_Show_Nodes.png]]
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	</li>		</li>
	The attributes are described completely in the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u>. Note that L1, L2, and L3 refer to varying layers, as described in Section 4.7.2.3. We are setting:		The attributes are described completely in the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u>. Note that L1, L2, and L3 refer to varying layers, as described in Section 4.7.2.3. We are setting:
	* Enter an "Invert" value of 99999 to leave the Zpt levels unchanged (ie. use the Zpt elevations modified by the 2d_zsh layer above).		* Enter an "Invert" value of 99999 to leave the Zpt levels unchanged (i.e. use the Zpt elevations modified by the 2d_zsh layer above).
	* Percentage blockage below the obvert of layer 1 to account for any blockages perpendicular to the direction of flow (in this case 6% to account for the average blockage due to the bridge piers).		* Percentage blockage below the obvert of layer 1 to account for any blockages perpendicular to the direction of flow (in this case 6% to account for the average blockage due to the bridge piers).
	* A Form Loss Coefficient (FLC) below the obvert of layer 1 (in this case to account for sub-grid scale losses around piers). Note that the treatment of the FLC is different depending on the object used to define the flow constriction, i.e. a line or a polygon. The reason for this is to permit the flow constriction to be independent of the model cell size. See <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information. In this case, a polygon has been used and the FLC specified is the form loss ''per metre length'' in the predominant direction of flow. FLC values are dependent not on the flow width, but on the length of travel in the direction of flow. Our intention for this study, is to apply a total FLC of 0.3 below the obvert of the bridge. The value entered is therefore 0.3 / 15m which gives a value of 0.02. Refer to latter sections of this tutorial for guidance on how to check the applied FLC.		* A Form Loss Coefficient (FLC) below the obvert of layer 1 (in this case to account for sub-grid scale losses around piers). Note that the treatment of the FLC is different depending on the object used to define the flow constriction, i.e. a line or a polygon. The reason for this is to permit the flow constriction to be independent of the model cell size. See <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information. In this case, a polygon has been used and the FLC specified is the form loss ''per metre length'' in the predominant direction of flow. FLC values are dependent not on the flow width, but on the length of travel in the direction of flow. Our intention for this study, is to apply a total FLC of 0.3 below the obvert of the bridge. The value entered is therefore 0.3 / 15m which gives a value of 0.02. Refer to latter sections of this tutorial for guidance on how to check the applied FLC.

Pavlina Monhartova: /* Create the 2D Layered Flow Constriction */

2025-04-29T07:26:53Z

Create the 2D Layered Flow Constriction

← Older revision		Revision as of 17:26, 29 April 2025
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	<li> The above edits and layers result in the below bridge configuration:		<li> The above edits and layers result in the below bridge configuration:
	<br>[[File:M06BridgeLayeredFlowConstriction.jpg\|500px]]		<br>[[File:M06BridgeLayeredFlowConstriction.jpg\|500px]]
	<li>Save and export the table ~~in .mid/.mif format~~. The 2D bridge is now ready for TUFLOW.</li><br>		<li>Save and export the table. The 2D bridge is now ready for TUFLOW.</li><br>
	</ol>		</ol>

Pavlina Monhartova: /* Lower the 2D Elevations Through the Bridge Opening */

2025-04-29T07:26:35Z

Lower the 2D Elevations Through the Bridge Opening

← Older revision		Revision as of 17:26, 29 April 2025
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	<li> Use the ''Table >> Update Column'' tool to update the Z attribute of the points. Ensure the ''Table to Update:'' is '''Selection''' (the default) and the ''Column to Update'' is '''Z'''. Enter '''-99999''' in the ''Value:'' box. Click 'OK' and you should see that the eight points in the browser table now show -99,999 as their Z attribute. These points tell TUFLOW to ignore the zpt elevations where the polygons intersect the embankment.</li>		<li> Use the ''Table >> Update Column'' tool to update the Z attribute of the points. Ensure the ''Table to Update:'' is '''Selection''' (the default) and the ''Column to Update'' is '''Z'''. Enter '''-99999''' in the ''Value:'' box. Click 'OK' and you should see that the eight points in the browser table now show -99,999 as their Z attribute. These points tell TUFLOW to ignore the zpt elevations where the polygons intersect the embankment.</li>
	[[File:M06_MI_2D_Road_Update_Points.png]]		[[File:M06_MI_2D_Road_Update_Points.png]]
	<li>Save and export the table ~~in .mid/.mif format~~. The 2D zsh at the bridge is now ready for TUFLOW.</li>		<li>Save and export the table. The 2D zsh at the bridge is now ready for TUFLOW.</li>
	</ol>		</ol>

	===Create the 2D Layered Flow Constriction===		===Create the 2D Layered Flow Constriction===
	The following steps are used to create the 2D layered flow constriction - ''2d_lfsch'' - that will represent the bridge in the 2D domain. The flow constriction layers provided here are mostly completed. If these were not provided, the method would be to import the "2d_lfsch_empty.mif" and "2d_lfsch_empty_pts.mif" files from the TUFLOW\model\mi\empty folder and save them in the TUFLOW\model\mi\ folder, renaming the files and beginning the edits in these new layers.<br>		The following steps are used to create the 2D layered flow constriction - ''2d_lfsch'' - that will represent the bridge in the 2D domain. The flow constriction layers provided here are mostly completed. If these were not provided, the method would be to import the "2d_lfsch_empty.mif" and "2d_lfsch_empty_pts.mif" files from the TUFLOW\model\mi\empty folder and save them in the TUFLOW\model\mi\ folder, renaming the files and beginning the edits in these new layers.<br>

Emilie Nielsen at 00:06, 23 September 2024

2024-09-23T00:06:04Z

← Older revision		Revision as of 10:06, 23 September 2024
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	<ol><li>Copy the '''2d_zsh_M06_NorthRd_001''' from '''Module_Data\Module_06\2D_Bridge''' folder into the '''TUFLOW\model\mi''' folder. We will use this layer to remove the road embankment at the 2D Bridge location.</li>		<ol><li>Copy the '''2d_zsh_M06_NorthRd_001''' from '''Module_Data\Module_06\2D_Bridge''' folder into the '''TUFLOW\model\mi''' folder. We will use this layer to remove the road embankment at the 2D Bridge location.</li>
	<li>Open the newly saved layer '''2d_zsh_M06_NorthRd_001''' in MapInfo and make it editable.</li>		<li>Open the newly saved layer '''2d_zsh_M06_NorthRd_001''' in MapInfo and make it editable.</li>
	Observe the shape contained in this GIS layer. The polygon intersects the zpts where we want to modify the elevations and remove the road embankment. We will remove the embankment at this location by creating a GIS layer that tells TUFLOW to interpolate zpt elevations within the shape using the zpt elevations either side of the embankment. Additionally, the GIS layer will be designed such that TUFLOW does not use the zpt elevations where the two shapes intersect with the embankment. Refer to ~~Section~~ 4.4.~~9 and Table 4.8 of the 2010~~ TUFLOW ~~manual~~ for more information on this procedure.		Observe the shape contained in this GIS layer. The polygon intersects the zpts where we want to modify the elevations and remove the road embankment. We will remove the embankment at this location by creating a GIS layer that tells TUFLOW to interpolate zpt elevations within the shape using the zpt elevations either side of the embankment. Additionally, the GIS layer will be designed such that TUFLOW does not use the zpt elevations where the two shapes intersect with the embankment. Refer to the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information on this procedure.
	<li> Digitise four points snapped to each of the polygon nodes that are circled in the image below.</li>		<li> Digitise four points snapped to each of the polygon nodes that are circled in the image below.</li>
	'''''Tip:''''' It is helpful to make nodes along the polygon perimeter visible by customising the layer properties in layer control. Before digitising points, ensure snap mode is turned on by hitting the S key. <br>		'''''Tip:''''' It is helpful to make nodes along the polygon perimeter visible by customising the layer properties in layer control. Before digitising points, ensure snap mode is turned on by hitting the S key. <br>
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	\|}		\|}
	</li>		</li>
	The attributes are described ~~fully~~ in ~~Table~~ 4.~~21 of the 2010~~ TUFLOW ~~manual~~. Note that L1, L2, and L3 refer to varying layers, as described in Section 4.7.2.3. We are setting:		The attributes are described completely in the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u>. Note that L1, L2, and L3 refer to varying layers, as described in Section 4.7.2.3. We are setting:
	* Enter an "Invert" value of 99999 to leave the Zpt levels unchanged (ie. use the Zpt elevations modified by the 2d_zsh layer above).		* Enter an "Invert" value of 99999 to leave the Zpt levels unchanged (ie. use the Zpt elevations modified by the 2d_zsh layer above).
	* Percentage blockage below the obvert of layer 1 to account for any blockages perpendicular to the direction of flow (in this case 6% to account for the average blockage due to the bridge piers).		* Percentage blockage below the obvert of layer 1 to account for any blockages perpendicular to the direction of flow (in this case 6% to account for the average blockage due to the bridge piers).
	* A Form Loss Coefficient (FLC) below the obvert of layer 1 (in this case to account for sub-grid scale losses around piers). Note that the treatment of the FLC is different depending on the object used to define the flow constriction, i.e. a line or a polygon. The reason for this is to permit the flow constriction to be independent of the model cell size. See ~~Table 4~~.~~19 in the~~ ~~2010~~ Manual for more information. In this case, a polygon has been used and the FLC specified is the form loss ''per metre length'' in the predominant direction of flow. FLC values are dependent not on the flow width, but on the length of travel in the direction of flow. Our intention for this study, is to apply a total FLC of 0.3 below the obvert of the bridge. The value entered is therefore 0.3 / 15m which gives a value of 0.02. Refer to latter sections of this tutorial for guidance on how to check the applied FLC.		* A Form Loss Coefficient (FLC) below the obvert of layer 1 (in this case to account for sub-grid scale losses around piers). Note that the treatment of the FLC is different depending on the object used to define the flow constriction, i.e. a line or a polygon. The reason for this is to permit the flow constriction to be independent of the model cell size. See <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information. In this case, a polygon has been used and the FLC specified is the form loss ''per metre length'' in the predominant direction of flow. FLC values are dependent not on the flow width, but on the length of travel in the direction of flow. Our intention for this study, is to apply a total FLC of 0.3 below the obvert of the bridge. The value entered is therefore 0.3 / 15m which gives a value of 0.02. Refer to latter sections of this tutorial for guidance on how to check the applied FLC.

	* Blockage from the obvert level to the top of layer 2 (in this case 100% to account for the bridge deck).		* Blockage from the obvert level to the top of layer 2 (in this case 100% to account for the bridge deck).

ElizaCollison: Created page with " In the following steps we will be adjusting the elevations of the road crest as well as using a 2D zsh layer to lower the zpt elevations at the location of the 2D bridge.
..."

2023-01-08T23:59:21Z

Created page with " In the following steps we will be adjusting the elevations of the road crest as well as using a 2D zsh layer to lower the zpt elevations at the location of the 2D bridge. ..."

New page

In the following steps we will be adjusting the elevations of the road crest as well as using a 2D zsh layer to lower the zpt elevations at the location of the 2D bridge. 
==Method==
===Lower the 2D Elevations Through the Bridge Opening===
<ol><li>Copy the '''2d_zsh_M06_NorthRd_001''' from '''Module_Data\Module_06\2D_Bridge''' folder into the '''TUFLOW\model\mi''' folder. We will use this layer to remove the road embankment at the 2D Bridge location.</li>
<li>Open the newly saved layer '''2d_zsh_M06_NorthRd_001''' in MapInfo and make it editable.</li>
Observe the shape contained in this GIS layer. The polygon intersects the zpts where we want to modify the elevations and remove the road embankment. We will remove the embankment at this location by creating a GIS layer that tells TUFLOW to interpolate zpt elevations within the shape using the zpt elevations either side of the embankment. Additionally, the GIS layer will be designed such that TUFLOW does not use the zpt elevations where the two shapes intersect with the embankment. Refer to Section 4.4.9 and Table 4.8 of the 2010 TUFLOW manual for more information on this procedure.
<li> Digitise four points snapped to each of the polygon nodes that are circled in the image below.</li>
'''''Tip:''''' It is helpful to make nodes along the polygon perimeter visible by customising the layer properties in layer control. Before digitising points, ensure snap mode is turned on by hitting the S key. 
[[File:M06_North_Road_MI.png]]
[[File:M06_MI_Show_Nodes.png]]

<li>We need to update the '''Z''' attribute of the points. Browse the table of the '''2d_zsh_M06_NorthRd_001''' layer using the New Browser tool. In the table browser, select the four points such that they are highlighted.</li>
<li> Use the ''Table >> Update Column'' tool to update the Z attribute of the points. Ensure the ''Table to Update:'' is '''Selection''' (the default) and the ''Column to Update'' is '''Z'''. Enter '''-99999''' in the ''Value:'' box. Click 'OK' and you should see that the eight points in the browser table now show -99,999 as their Z attribute. These points tell TUFLOW to ignore the zpt elevations where the polygons intersect the embankment.</li>
[[File:M06_MI_2D_Road_Update_Points.png]]
<li>Save and export the table in .mid/.mif format. The 2D zsh at the bridge is now ready for TUFLOW.</li>
</ol>
===Create the 2D Layered Flow Constriction===
The following steps are used to create the 2D layered flow constriction - ''2d_lfsch'' - that will represent the bridge in the 2D domain. The flow constriction layers provided here are mostly completed. If these were not provided, the method would be to import the "2d_lfsch_empty.mif" and "2d_lfsch_empty_pts.mif" files from the TUFLOW\model\mi\empty folder and save them in the TUFLOW\model\mi\ folder, renaming the files and beginning the edits in these new layers. 
<ol><li>Copy the two 2d_lfsch layers from the '''Module_Data\Module_06\MapInfo\2D_Bridge''' folder into the '''TUFLOW\model\mi''' folder.</li>
<li>Start MapInfo and open the '''M04_5m_001.wor''' workspace located in the '''Complete_Model\TUFLOW\runs''' folder that is provided. This workspace is created by TUFLOW when a simulation is started, this contains all the MapInfo layers read into a TUFLOW simulation.</li>
<li>In MapInfo open the '''2d_lfcsh_M06_bridge_001''' layer from Step 7 and the Digital Elevation Model layer, '''DEM_M01''', provided in the'''Module_Data\DEMs\Vertical_Mapper''' folder. The 2D cells within the layered flow constriction shape are those that we are going to modify to represent the layers of the bridge in the 2D model domain. We will first define the form loss and blockage associated with three layers in the polygon object. After we have defined the layer characteristics on the 2d_lfsch polygon object, we will then define the elevations at which each layer occurs using points.</li>
<li>Make the 2d_lfcsh layer editable and add the following attributes to the polygon shape, leaving other attributes unchanged. 
{| align="center" class="wikitable" width="25%"

! style="background-color:#005581; font-weight:bold; color:white;"| Attribute
! style="background-color:#005581; font-weight:bold; color:white;"| Value
|-
| Invert || 99999
|-
| L1_pBlockage || 6
|-
| L1_FLC || 0.02
|-
| L2_pBlockage || 100
|-
| L2_FLC || 0.13
|-
| L3_pBlockage || 10
|-
| L3_FLC || 0.06
|-
| Notes || Northern_Bridge
|}
</li>
The attributes are described fully in Table 4.21 of the 2010 TUFLOW manual. Note that L1, L2, and L3 refer to varying layers, as described in Section 4.7.2.3. We are setting:
* Enter an "Invert" value of 99999 to leave the Zpt levels unchanged (ie. use the Zpt elevations modified by the 2d_zsh layer above).
* Percentage blockage below the obvert of layer 1 to account for any blockages perpendicular to the direction of flow (in this case 6% to account for the average blockage due to the bridge piers).
* A Form Loss Coefficient (FLC) below the obvert of layer 1 (in this case to account for sub-grid scale losses around piers). Note that the treatment of the FLC is different depending on the object used to define the flow constriction, i.e. a line or a polygon. The reason for this is to permit the flow constriction to be independent of the model cell size. See Table 4.19 in the 2010 Manual for more information. In this case, a polygon has been used and the FLC specified is the form loss ''per metre length'' in the predominant direction of flow. FLC values are dependent not on the flow width, but on the length of travel in the direction of flow. Our intention for this study, is to apply a total FLC of 0.3 below the obvert of the bridge. The value entered is therefore 0.3 / 15m which gives a value of 0.02. Refer to latter sections of this tutorial for guidance on how to check the applied FLC.

* Blockage from the obvert level to the top of layer 2 (in this case 100% to account for the bridge deck).
* A form loss for layer 2, the bridge deck (in this case a total of 1.95 to account for the deck and the water level rising to and exceeding the deck). The attribute value entered is 1.95 / 15m giving a value of 0.13.
* A blockage from the top of the deck to the lop of layer 3 (in this case 10% to account for fence rails above the deck).
* A form loss from the top of the deck to the top of layer 3 (in this case 0.06 to account for sub-gird scale losses around the railings).

<li>Open the '''2d_lfcsh_M06_bridge_001_P''' layer and make it editable. This layer contains point data snapped to nodes on the layered flow constriction and will allow us to define the elevations at which the layers occur. We are using points along the perimeter of the shape because their use allows us to vary the height and depth of layers 1 to 3 within a single shape if required. For simplicity, in this tutorial we have left the bridge soffit and deck at a constant height however the point functionality can be modified if you wish to experiment.
Most of the points are already provided together with their attributes. Finish the lfcsh points layer by digitising two points snapped to the nodes at the locations shown below and adding the following attributes:
{| align="center" class="wikitable" width="25%"

! style="background-color:#005581; font-weight:bold; color:white;"| Attribute
! style="background-color:#005581; font-weight:bold; color:white;"| Point 1
! style="background-color:#005581; font-weight:bold; color:white;"| Point 2
|-
| Invert || 39.0 || 39.0
|-
| L1_Obvert || 41.2 || 41.2
|-
| L2_Depth || 1.55 || 1.55
|-
| L3_Depth || 1 || 1
|}
</li>
Note that the invert level has been specified as 39 m. This is the height at which the piers start impact flow and also the height as which the flc and blockage will be implemented.
 
[[File:MI lfsch.PNG|800px]]

<li> The above edits and layers result in the below bridge configuration:
 [[File:M06BridgeLayeredFlowConstriction.jpg|500px]]
<li>Save and export the table in .mid/.mif format. The 2D bridge is now ready for TUFLOW.</li> 
</ol>

==Conclusion==
The layered flow constriction layers have been created to model the new bridge on the northern road. [[Tutorial_Module06_Archive#Modify_Simulation_Control_Files_and_Set-up_a_TUFLOW_Scenario | Please return to the main page of module 6]].

Tute M06 MI 2D lfsch Archive - Revision history

Anne.Kolega: /* Create the 2D Layered Flow Constriction */ i.e.

Pavlina Monhartova: /* Create the 2D Layered Flow Constriction */

Pavlina Monhartova: /* Lower the 2D Elevations Through the Bridge Opening */

Emilie Nielsen at 00:06, 23 September 2024

ElizaCollison: Created page with " In the following steps we will be adjusting the elevations of the road crest as well as using a 2D zsh layer to lower the zpt elevations at the location of the 2D bridge...."

ElizaCollison: Created page with " In the following steps we will be adjusting the elevations of the road crest as well as using a 2D zsh layer to lower the zpt elevations at the location of the 2D bridge.
..."