Flood Modeller Tutorial Module02 Archive: Difference between revisions
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Created page with "=Introduction= In this tutorial we will add a representation of a proposed development which involves adding TUFLOW 1D pipe network elements into the existing model network to..." |
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::(ii) A connector "X" channel type can be used to connect the end of the linked ESTRY channel to the ESTRY node snapped to the Flood Modeller node if the end of the ESTRY channel and the snapped Flood Modeller /ESTRY nodes are not in the same location.
::(iii) Note that the upstream and downstream inverts for the ESTRY node linked to Flood Modeller should be set to -99999 unless the node is also being used to set the inverts of channels snapped to it.
<li> An "X1DH" link means a Flood Modeller 1D water level is being applied at the ESTRY node (
<li> An "X1DQ" link means a Flood Modeller inflow/outflow is being applied at the ESTRY node (
<li> An ESTRY X1DH (the default) would be used for most Flood Modeller ESTRY links. An X1DQ might be more appropriate where a Flood Modeller model stops and flows into an ESTRY model.<br>
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<li>Open <b>FMT_M01_001.tbc</b> in your text editor and save as <b>FMT_M02_001.tbc</b></li>
'''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_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_001_R.MIF
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