Difference between revisions of "TUFLOW SWMM Tutorial M02 Check QGIS"
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<li> Open '''TS02_5m_001_swmm.inp''' from '''TUFLOW\results''' in a text editor (for example Notepad++). | <li> Open '''TS02_5m_001_swmm.inp''' from '''TUFLOW\results''' in a text editor (for example Notepad++). | ||
<li> Review the Junction, Outfall, Conduit, Losses, and XSections information. | <li> Review the Junction, Outfall, Conduit, Losses, and XSections information. | ||
− | </ol> | + | </ol>'''<<video>>''' |
=== QGIS Data === | === QGIS Data === | ||
Line 23: | Line 23: | ||
<li> Review the '''Link--Conduits''', '''Nodes--Junctions''' and '''Node--Outfalls''' information. This data represents the pipe network details. | <li> Review the '''Link--Conduits''', '''Nodes--Junctions''' and '''Node--Outfalls''' information. This data represents the pipe network details. | ||
<li> Enable "Labels" for the Elevation attribute in '''Nodes--Junctions'''. In the next step, we will compare these pipe invert elevations against the TUFLOW check files reporting the surface inlet details and 1D/2D linkage locations. | <li> Enable "Labels" for the Elevation attribute in '''Nodes--Junctions'''. In the next step, we will compare these pipe invert elevations against the TUFLOW check files reporting the surface inlet details and 1D/2D linkage locations. | ||
− | </ol> | + | </ol>'''<<video>>''' |
− | == | + | == TUFLOW Check Files == |
<ol> | <ol> | ||
<li>In File Explorer, navigate to the '''TUFLOW\check''' folder and drag and drop '''TS02_5m_001_Check.gpkg''' into QGIS. | <li>In File Explorer, navigate to the '''TUFLOW\check''' folder and drag and drop '''TS02_5m_001_Check.gpkg''' into QGIS. | ||
<li>When prompted by QGIS, select '''TS02_5m_001_swmm_pit_P''' and '''TS02_5m_001_1d_to_2d_check_R''' (hold Ctrl to select multiple), then click 'Add Layers'. | <li>When prompted by QGIS, select '''TS02_5m_001_swmm_pit_P''' and '''TS02_5m_001_1d_to_2d_check_R''' (hold Ctrl to select multiple), then click 'Add Layers'. | ||
<li>Use the 'Apply TUFLOW Styles to Open Layers'. | <li>Use the 'Apply TUFLOW Styles to Open Layers'. | ||
− | <li>Also open, '''TS02_5m_001_DEM_Z''' from '''TUFLOW\check'''. Style the topography check file using the same hillshade styling you used for the input DEM model geometry. Order this Layer lowest in the QGIS Layer panel so all other datasets are | + | <li>Also open, '''TS02_5m_001_DEM_Z''' from '''TUFLOW\check'''. Style the topography check file using the same hillshade styling you used for the input DEM model geometry. Order this Layer lowest in the QGIS Layer panel so all other datasets are visible above the DEM_Z check file raster. |
<li> | <li> | ||
</ol> | </ol> | ||
+ | '''<<video>>''' | ||
+ | Compare the 2D check files information against the the 1D check files to verify the model design is as intended. For example: | ||
+ | # How does the the pipe network invert elevations ('''Nodes--Junctions)''' compare to the the pit inlet (surface) elevations. | ||
+ | # Do the SWMM values for the Ysur and Apond at the pit inlet and closed junction locations vary? Do they match the values we specified when constructing the model? | ||
+ | '''<<video>>''' | ||
{{Tips Navigation | {{Tips Navigation |
Revision as of 11:17, 12 December 2023
SWMM Check Files
Text Data
When TUFLOW runs SWMM, it can accommodate for multiple INP input files within the SWMM Control file. TUFLOW combines the input INP files into a single combined INP file for the simulation execution. The combined file TUFLOW uses is written to the TUFLOW\results folder.
- Open TS02_5m_001_swmm.inp from TUFLOW\results in a text editor (for example Notepad++).
- Review the Junction, Outfall, Conduit, Losses, and XSections information.
<<video>>
QGIS Data
The QGIS TUFLOW Plugin SWMM Processing Tool, 'GeoPackage - Create from SWMM inp' can be used to create a spatial GeoPackage version of the INP data for post simulation review checking.
- In the Processing Toolbox, select 'GeoPackage - Create from SWMM inp'. This opens the dialog shown below.
- SWMM Input File (inp): Navigate to the TUFLOW\results folder and select TS02_5m_001_swmm.inp.
- CRS for GeoPackage: Click the drop down menu and select ‘Project CRS: EPSG:32760 - WGS 84 / UTM zone 60S’.
- SWMM Tags to ignore: leave blank.
- GeoPackage output filename: Click the ... and select 'Save to GeoPackage'. Navigate to the TUFLOW\check folder and set the GeoPackage output filename to TS02_5m_001_swmm_check.gpkg.
- Click 'Run'.
- Once the tool has finished, click 'Close'.
- TS02_5m_001_swmm_check.gpkg will now be available in the TUFLOW\check folder.
- In File Explorer, navigate to the TUFLOW\check folder and drag and drop TS02_5m_001_swmm_check.gpkg into QGIS.
- When prompted by QGIS, select 'Add Layers to open all layers within TS02_5m_001_swmm_check.gpkg. By default, all items in the available list should have been selected.
- Review the Link--Conduits, Nodes--Junctions and Node--Outfalls information. This data represents the pipe network details.
- Enable "Labels" for the Elevation attribute in Nodes--Junctions. In the next step, we will compare these pipe invert elevations against the TUFLOW check files reporting the surface inlet details and 1D/2D linkage locations.
<<video>>
TUFLOW Check Files
- In File Explorer, navigate to the TUFLOW\check folder and drag and drop TS02_5m_001_Check.gpkg into QGIS.
- When prompted by QGIS, select TS02_5m_001_swmm_pit_P and TS02_5m_001_1d_to_2d_check_R (hold Ctrl to select multiple), then click 'Add Layers'.
- Use the 'Apply TUFLOW Styles to Open Layers'.
- Also open, TS02_5m_001_DEM_Z from TUFLOW\check. Style the topography check file using the same hillshade styling you used for the input DEM model geometry. Order this Layer lowest in the QGIS Layer panel so all other datasets are visible above the DEM_Z check file raster.
<<video>>
Compare the 2D check files information against the the 1D check files to verify the model design is as intended. For example:
- How does the the pipe network invert elevations (Nodes--Junctions) compare to the the pit inlet (surface) elevations.
- Do the SWMM values for the Ysur and Apond at the pit inlet and closed junction locations vary? Do they match the values we specified when constructing the model?
<<video>>
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