QGIS SCS to TUFLOW: Difference between revisions

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 thetheir calculation.<br>