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TUFLOW SWMM Tutorial M03: Difference between revisions

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<font color="blue"><tt>BC Database</tt></font> <font color="red"><tt> == </tt></font> <font color="black"><tt>..\bc_dbase\bc_dbase_TS03_001.csv</tt></font> <font color="green"><tt> ! Reference the Boundary Condition Database</tt></font><br>
<font color="blue"><tt>SWMM Control File</tt></font> <font color="red"><tt> == </tt></font> <font color="black"><tt>..\model\TS03_001.tscf</tt></font> <font color="green"><tt> ! Reference the SWMM (1D) Control File</tt></font><br>
<li> Add the following command to the '<tt><font color="green">Time Control</font></tt>' section. This command is necessary for many TUFLOW-SWMM models, especially when using SWMM hydrology,. toThe keep2D timestep dictates the SWMM 1D timestep. withinGenerally, this timestep is adequate for SWMM's requiredbut range.in Forcases predominantlywhere 1Dthe models,flows are contained in the 2D1D, the timestep may become too large for SWMM,. so thisThis command forces it into the appropriate range. ThisIf this command is neededneglected, assome themodels 2Dwill domainexperience setsvery thehigh SWMMmass timesteperrors. (referThe torange theof <u>[https://docs.tuflow.com/classic-hpc/manual/latest/timesteps TUFLOWused Manual]</u>is forreported morein detailsthe onSWMM this.rpt processfile ('''TS03_5m_001_swmm.rpt''') in the '''TUFLOW\results''' folder.<br>
<font color="blue"><tt>Timestep Maximum </tt></font> <font color="red"><tt>== </tt></font> <font color="black"><tt>3</tt></font> <font color="green"><tt> ! Specifies a maximum timestep of 3 seconds</tt></font><br>
<li> Comment out the 'Map Cuttoff Depth' command by placing a '!' at the beginning of the line. This command is only necessary for 2D direct rainfall (rain on grid) modelling (SWMM Tutorial 2).<br>
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<li>Save a copy of '''_run_TS02_HPC.bat''' as '''_run_TS03_HPC.bat''' in the '''TUFLOW_SWMM_Module_03\TUFLOW\runs''' folder.
<li>Update the batch file to reference the '''TS03_5m_001.tcf''' :<br>
<font color="blue"><tt>'''set'''</tt></font> <font color="black"><tt>exe</tt></font><font color="red"><tt>=</tt></font><font color="black"><tt>"..\..\..\exe\2023-03-AF2025.2.1\TUFLOW_iSP_w64.exe"</tt></font><br>
<font color="blue"><tt>'''set'''</tt></font> <font color="black"><tt>run</tt></font><font color="red"><tt>=</tt></font><font color="black"><tt>start "TUFLOW" /wait</tt></font> <font color="orange"><tt> %exe%</tt></font> <font color="black"><tt> -b</tt></font> <br>
<font color="orange"><tt>%run% </tt></font> <font color="black"><tt>TS03_5m_001.tcf </tt></font>
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*The 1D SWMM pipe urban pipe network junction attributes were updated to accomodate for the change in model configuration, from 2D direct rainfall to 1D SWMM hydrology.
*Check and result files associated with the SWMM hydrology modelling were inspected.
*For further training opportunities see <u>[https://tuflow.com/training/training-course-catalogue/ TUFLOW Training Catalogue]</u> and/or contact <u>[mailto:training@tuflow.com training@tuflow.com]</u>.
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=Other TUFLOW SWMM Tutorials=
Retrieved from "https://wiki.tuflow.com/TUFLOW_SWMM_Tutorial_M03"