XPSWMM Conversion Reconfigure SWMM Junctions

Bulk Update SWMM Nodes--Junctions Attributes

The following GIS feature updates to the Nodes--Junctions attributes will finalize the SWMM portion of the TUFLOW model. This is typically the final step in the model building process, as the recommended attributes for a junction node vary depending on whether the node is associated with inlet usage connections, 1D/2D culvert connections, and SWMM hydrology sub-catchments.

1. In the QGIS Layers panel, select (left click) Nodes--Junctions and toggle on editing.
2. In the Processing Toolbox, select the 'Edit Features In-Place' tool. This allows the editing of an existing layer, instead of the creation of a new layer.
3. Go to TUFLOW >> SWMM in the processing tool list and select the 'Junctions - Set attributes' processing tool. This opens the dialog shown below.

   • Input Subcatchment layers: If available, select Hydrology--Subcatchments.
   • Input Inlet Usage Layers: If available, select the inlet usage layer (e.g. swmm_iu_XP_001).
   • Input BC Connection Layers: If available, select the 2d_bc connection layer (e.g. 1D2D_Urban_001_2d_bc_L).
   • General Options:

   • Maximum Depth Option (Ymax): 'Leave as is (applies to edit in place only)'
   • Nodes receiving subcatchment flows option (if connected to 2D): 'Based on options selected below'

   • Nodes connected to 2D without Inlets (through embankment culvert):

   • Ysur: 0
   • Area of ponding: This value should match the 2D cell area associated with 1D/2D culvert connections (100 in the example dataset).

   • Nodes connected to 2D with Inlets (underground pipe network):

   • Maximum depth (Ymax) option: 'Use global option'
   • Ysur: 0
   • Area of ponding: This value should match the 2D cell area associated with the Inlet Usage connections (25 in the example model).

   • Nodes without 2D Connection (underground pipe network):

   • Surcharge Depth: This value should be a value higher than any expected water level in the model (99 in the example model).
   • Area of ponding: 1

4. Select 'Modify All Features'. Once the tool has finished, click 'Close'.
5. Turn off editing to save the edits.
6. View the attributes within Nodes--Junctions to verify the data processing has been completed correctly.
   For a summary of the attributes associated with the Nodes--Junctions layer, refer to TUFLOW 2023-03-AD Release Notes (Table A.30) and the SWMM Reference Manual - Volume 2 (Hydraulics).
   
   

   
   

Selectively Update SWMM Nodes--Junctions Attributes

The final step to the set the Junction attributes requires update of the Ymax (maximum depth) attribute to a value of zero (0) for the select Node--Junctions that are not connected to the 2D surface via a Pipe Network Pit (Inlet Usage) Connection point. Using a value of zero sets the junction’s Ymax to the distance from its invert to the top of the highest connecting link.

Save the QGIS Workspace

In preparation for the next steps of the conversion process, ensure your QGIS workspace has been saved.

1. In QGIS, go to Project > Save from the top dropdown menu options.

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