Revision as of 11:08, 31 July 2023 view source Emilie Nielsen (talk \| contribs) Administrators 6,386 edits →Method ← Older edit		Revision as of 11:44, 1 August 2023 view source Emilie Nielsen (talk \| contribs) Administrators 6,386 edits →Method Newer edit →
Line 31: :*Height_or_WF = Height of the piping orifice when fully breached.<br> <br> [[File:~~Animation M10 003 GIS 01h~~Animation_M10_GPKG_003_GIS_01.gif]]<br> <br> <li>The '''1d_nwk_M10_dambreak_003_L''' layer represents a 1D operational channel to model dam break in 1D: Line 42: See Section 2.2.1 of the <u>[https://downloads.tuflow.com/TUFLOW/Releases/2020-10/TUFLOW%20Release%20Notes.2020-10-AD.pdf Release Notes]</u> for more information on the attributes.<br> <br> [[File:~~Animation M10 003 GIS 02h~~Animation_M10_GPKG_003_GIS_02.gif]]<br> <br> Line 48: <li>It is recommended to have a grd_check file from a previous run (with the same model cell size) turned on when digitising SX lines as the number of cells selected must correspond to the dimensions of the 1D structure. In this module, the 'Top Width Fully Breached' specified in the TOC is 25m, therefore 5 cells are selected:<br> <br> [[File:~~Animation M10 003 GIS 03i~~Animation_M10_GPKG_003_GIS_03.gif]]<br> <br> </ol>

Tutorial M10 003 GIS Inputs QGIS GPKG: Difference between revisions