Revision as of 01:42, 11 November 2016 view source Rachel (talk \| contribs) 465 edits →Introduction ← Older edit		Revision as of 01:44, 11 November 2016 view source Rachel (talk \| contribs) 465 edits →Method Newer edit →
Line 12: <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> In the figure below, the water level is calculated in Flood Modeller at the nodes FC01.16, FC01.15 and FC01.14. These water levels are linearly interpolated along the lengths of the HX line on both left and right banks of the watercourse. When the water level exceeds the ZC elevation of the boundary cell, water is able to flow on the the TUFLOW 2D floodplain. <br> <br> [[File:FMT 1D-2D Linking.JPG\|600px]]

FM Tute M01 QGIS 1D2D Links: Difference between revisions