FM Tutorial M01 QGIS GPKG 1D2D Links: Difference between revisions
Content deleted Content added
No edit summary |
|||
| (5 intermediate revisions by the same user not shown) | |||
Line 20:
=Method=
<li>Import
<li>Open the <b>1D_2D_HX_Links_L.shp</b> GIS layer from the '''Module_Data\Module_01\gis''' folder. Select all objects from within this layer, copy and paste into the layer <b>2d_bc_FMT_M01_HX_001_L
▲<li>Open the <b>1D_2D_HX_Links_L.shp</b> GIS layer from '''Module_Data\Module_01\gis''' folder. Select all objects from within this layer, copy and paste into <b>2d_bc_FMT_M01_HX_001_L </b>.</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>
Line 33 ⟶ 31:
[[File:FMT 1D-2D Linking QGIS.JPG|600px]]
<br>
<br>Note that where there are junctions within the Flood Modeller 1D model (i.e. at structures), both the nodes immediately upstream and downstream must be connected to TUFLOW. Refer to the below figure where the junctions are circled in blue and the upstream and downstream RIVER units are circled in yellow. The HX lines must be broken between the junctions as this is a requirement of a linked Flood Modeller – TUFLOW model. In the example below, the HX lines are broken between FC01.35 and FC01.34 as a culvert is located between these nodes.<br>
<br>
[[File:FM_junction.jpg|540x540px|alt=]]
| |||