QGIS SCS to TUFLOW: Difference between revisions
Content deleted Content added
| (12 intermediate revisions by 2 users not shown) | |||
Line 4:
=Available models=
==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 38:
==Simulation Settings==
The input interval,
<br>
[[File:
<br>
==Manual Approach==
The manual approach is great for single catchment calculations. It requires one pervious and one impervious catchment component to be specified (either of which can be entered as zero if not present) and one additional impervious component if this is required. The suffix will get appended to the catchment ID and used in the final inflow csv and bc_dbase. Every suffix must be unique. Either time of peak or time of concentration can be specified directly. Alternatively, catchment parameters can be used for their calculation.<br>
<br>
[[File: Plugin_SCS_Manual_Approach.png]]
Line 51 ⟶ 50:
==GIS Approach==
The GIS approach allows a GIS
<br>
[[File: Plugin_SCS_GIS_Approach.png]]
Line 58 ⟶ 56:
==Output location==
Specify output location where inflows for every event in csv format, bc_dbase and TUFLOW event file
<br>
[[File: Plugin_SCS_Output.png]]
Line 64 ⟶ 62:
==Running the tool==
Once all above is set, hit the "Run" button in the bottom right corner. If there are any missing/incorrect information, the tool will prompt to fill/correct these before continuing. When all input data are filled correctly, the progress bar
<br>
=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
<br>
| |||