FM Tute M01 MI 1D2D Links: Difference between revisions

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Created page with "<ol> =Introduction= In this section we will create the 1D/2D links to link the Flood Modeller 1D component to the TUFLOW 2D domain. As described on the previous page, this con..."
 
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=Method=
<li>Import in an empty 2d_bc_empty.TAB layer from within the TUFLOW\model\mi\empty folder and save as 2d_bc_hxi_FMT_0012d_bc_FMT_M01_HX_001.TAB</li>
<li>Open the 1D_2D_HX_Links.TAB GIS layer from <b>Module_Data\Module_01\mi</b> folder. Select all objects from within this layer, copy and paste into 2d_bc_hxi_FMT_0012d_bc_FMT_M01_HX_001.TAB.</li>
<li>Interrogate one of the lines running along the banks of the watercourse. These lines are the 1D/2D boundary links and have been assigned a type ‘HX’.</li>
<li>Interrogate one of the lines connecting the x1D node to the HX line. These are the connection or ‘CN’ lines that read the water level from Flood Modeller and transfers this to the HX line. </li>
<li>NoteIn thatthe wherefigure therebelow, arethe junctionswater withinlevel theis calculated in Flood Modeller 1Dat modelthe (i.enodes FC01. at structures)16, bothFC01.15 theand upstreamFC01.14. andThese downstreamwater nodeslevels are connectedlinearly tointerpolated TUFLOWalong andthe lengths of the HX line brokenon betweenboth left and right banks of the nodeswatercourse. ThisWhen isthe water level exceeds the aZC requirementelevation of athe linkedboundary Floodcell, Modellerwater is able to flow on the the TUFLOW model2D floodplain. </libr>
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<li>Digitise the missing CN and HX lines between nodes <b>XX and XX</b>. </li>
[[File:FMT 1D-2D Linking.JPG|600px]]
<li>Save the file and export into .MIF / .MID format for import into TUFLOW.</li>
 
 
<li>Note that where there are junctions within the Flood Modeller 1D model (i.e. at structures), both the upstream and downstream nodes are connected to TUFLOW. The HX line broken between the nodes. This is a requirement of a linked Flood Modeller – TUFLOW model. </li>
In the figure below, the HX lines are broken between FC01.35 and FC01.34 as a culvert is located between these nodes.
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[[File:FMT 1D-2D Broken HX FM.JPG|900px]] [[File:FMT 1D-2D Broken HX.JPG|900px]]
<li>The CN and HX lines between nodes along the tributary between nodes FC02.06 and FC02.01d have not been digitised. Digitise these lines to connect the nodes to the 2D domain. The figure below shows how the nodes are connected at the confluence. Note that all Flood Modeller nodes at the junction are present within the 1d_x1D_nodes layer, and are connected to the 2D domain. The HX lines are broken around the junction. </li>
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[[File:FMT 1D-2D Linking Junction.JPG|900px]]
<li>SaveOnce all the CN and HX lines have been digitised along the tributary, save the file and export into .MIF / .MID format for import into TUFLOW.</li>
 
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Please return to the Flood Modeller Tutorial Model module 1 page [[Flood Modeller Tutorial Module01Flood_Modeller_Tutorial_Module01#Define_Bank_Elevations|here]].
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