Flood Modeller Tutorial Module02: Difference between revisions

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* [[FM Tute M02_MI_Boundary_Conditions | MapInfo]]
* [[FM Tute M02_QGIS_Boundary_Conditions | QGIS]]
===Flood Modeller/ESTRY 1D/1D Link===
TUFLOW models can also be configured with Flood Modeller for dynamically linked 1D pipe network 2D overland flow modelling. The main driver for this feature is for Flood Modeller - TUFLOW models to utilise the powerful pipe network and manhole modelling capabilities of TUFLOW (see Sectionthe 5<u>[https://docs.12 of thetuflow.com/classic-hpc/manual/latest/ TUFLOW 2017 manualManual]</u> for more details) and be able to link these networks into a Flood Modeller river model.<br>
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Flood Modeller and TUFLOW (ESTRY) nodes will be considered linked if:<br>
<ol>
<li> An ESTRY node in a 1d_nwk layer, and a Flood Modeller node in a Read GIS ISISX1D Nodes or Read GIS ISISX1D Network layer are snapped.</li>
<li> The ESTRY node has a 1d_nwk Conn_1D_2D attribute of either "X1DH" or "X1DQ".</li>
::(i) If Conn_1D_2D is blank then “X1DH” is assumed.
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<li>We will now add the commands to modify the topography to represent the proposed development. Add the following commands after the READ GIS Z Shape line:</li>
:<font color="blue"><tt>Create TIN Zpts WRITE TIN </tt></font><font color="red"><tt>==</tt></font> mi\2d_ztin_FMT_M02_development_001_R.MIF | mi\2d_ztin_ FMT_M02_development_001_P2d_ztin_FMT_M02_development_001_P.MIF </li>.
The <font color="blue"><tt>Create TIN Zpts Write TIN </tt></font> command creates and writes an SMS .tin file to the same location as the GIS layer (in this case the TUFLOW\model\mi folder). The TIN can be viewed, checked and modified in SMS. This can then be read into the model directly using the <font color="blue"><tt>Read TIN zpts</tt></font> command for any subsequent model simulations.
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'''MapInfo Users'''<br>
<li>Insert the following commands after the existing <font color="blue"><tt>Read GIS SA</tt></font><font color="red"><tt> ==</tt></font> mi\2d_sa_M01_0022d_sa_M01_002_R.MIF command:
:<font color="blue"><tt>Read GIS SA PITS</tt></font><font color="red"><tt> ==</tt></font> mi\2d_sa_FMT_M02_0012d_sa_FMT_M02_001_R.MIF
 
'''QGIS or ArcGIS Users'''<br>
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==Flood Modeller Simulation Files==
<ol>
<li>Open the Flood Modeller Pro model as per [[Flood_Modeller_Tutorial_Module01#Tutorial M01 | Flood Modeller Tutorial Module 1]]
<li>In the 'Links' tab with the 2D scheme set as TUFLOW, change the full path of the 2D control file to the <b>FMT_M02_DEV_001.tcf</b> from the <b>\FMT_Tutorial\FMT_M02\TUFLOW\runs</b> folder
<li>Save the Scenario Data.</li></ol>
 
Use your preferred method to start the model <b>FMT_M02_001.ief</b> or follow the guidance in the [[Flood_Modeller_Tutorial_Module01#Tutorial M01 | Flood Modeller Tutorial Module 1]] page. If the simulation fails to start, please refer to the troubleshooting guidance on that page.
 
=Review Check Files=
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[[File:M07 ccA Results.PNG|800px]]
 
=Conclusion=
=Conclusions=
We have added to the model a final proposed development scenario. Using the Create TIN Zpts command, we have altered the ground elevations to represent the development. We have also added a 1D pipe network which has been linked to the 2D domain as well as feeding flows in the 1-dimensional channel represented within Flood Modeller. A pit inlet database has been created to specify a depth-discharge relationship for flow into and out of the pits. This allows us to create a fully integrated urban drainage model comprises 1D representations of the pipe network and river system together with the 2D surface.<br>
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>. <br>
 
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