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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==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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