TUFLOW Remapping: Difference between revisions

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==Steep Catchments==
In direct rainfall models, substantial benefits are being realised from applying SGS. The cell faces now correctly capture the lowest elevations along the gullies to preserve the sub-cell scale flow paths, which can significantly improve the hydrologic response for a whole catchment model (see Duncan Kitts et. al., 2020, will add link to Duncan's paperLinkedIn inpost: https://www.tuflowlinkedin.com/Library.aspx when it is uploadedpulse/sub-grid-sampling-step-change-way-we-create-apply-hydraulic-kitts/). However, if the cell size becomes too large in areas of significant topographic change, only a small portion of the cell may be wet. This makes the depth plotting extremely challenging and the remapped depth may become negative even though water is flowing through the cell. The blue contour below shows the remapped water depth of a 60m mesh direct rainfall model. As can be seen the flow paths are not continuous along some valleys. The remapped water depth from a 20m mesh model is also plotted as the pink contours underneath the 60m result demonstrating that how the flow paths have become clearer as the mesh size is refined even though the results from these two models are very similar when using SGS. <br>
[[File:Fig11 Innisfall remapped D.png|600px]]<br>
'''Figure 11 Remapped depth at upstream catchment from different mesh size models.'''