Sub-catchments may be entered in the form of a Time/Area spreadsheet. The hydrograph is calculated by combining the rainfall profile with the time area input. The Time / Area diagram accounts for the effect the time of flow into the stormwater control has on the inflow hydrograph.
|This method may not be available for your region. For more information, refer to the Regionalisation topic.|
Enter the area that enters the storage structure for each timestep.
Import and Export
These allow the current Time Area Diagram details to be imported from and export to file so that the details can be reused.
The clear button clears the contents of the table.
Pervious portion of the Inflows area.
The rainfall profile and the time area diagram are combined with the volumetric runoff coefficient in the following way:
Q1 = (I1 x A1) x 2.78 x Cv
Q2 = (I1 x A2 + I2 x A1) x 2.78 x Cv
Q3 = (I1 x A3 + I2 x A2 + I3 x A1) x 2.78 x Cv
and so on.