QGIS SCS to TUFLOW: Difference between revisions

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Revision as of 11:27, 12 April 2023 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,395 edits →GIS Approach ← Older edit		Latest revision as of 17:25, 3 September 2025 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,395 edits →Available models
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Line 4: =Available models= ~~Currently, the~~The tool is available for catchments in the Auckland Region<sup>1</sup>~~, however, further models are planned to be added~~. ==Auckland Region== The model is recommended for use in stormwater management design in the Auckland Region. It is designed as a standard tool that provides consistent results from different users. Key features of the stormwater runoff model are: Line 26: ==Model Selection== Currently, Auckland Region (TP108) is made available as the catchment location. This setup comes with curve number for impervious areas of 98, initial abstraction of 5mm for pervious areas and 0mm for impervious areas.<br> <br> [[File: Plugin_SCS_Model_Selection.png]] Line 67: =Summary= This page provides instructions of how to use the SCS to TUFLOW tool within the QGIS TUFLOW plugin to obtain inflow inputs for use within TUFLOW model. This requires the input of design rainfall depths for selected events and catchment parameters. Apart from the inflow inputs the tool also creates boundary database and event file that can be read directly into TUFLOW.<br> If you encounter any issues with the tool please email [mailto:support@tuflow.com support@tuflow.com].<br> <br>