Specify the parameters to be applied during the design process.
Option
|
Description |
Inflow Calculation Method |
The Storm module supports four inflow calculation methods - Rational, Illudas, Wallingford Rational and EPA SWMM. Select the required inflow method. |
Mean Annual Precipitation |
The average annual precipitation in mm for the Rational method. |
Friction Loss Formula |
The Storm module supports two friction loss formulae - Manning and Colebrook-White. Select the required friction loss formula. |
Geometric Controls: |
|
Minimum Drop Distance |
Specify the minimum distance between the manhole invert level and the outlet level of an incoming culvert to apply a drop inlet in that manhole. |
Flow Controls: |
|
Minimum Velocity |
Culverts will be placed at a slope which will maintain the minimum flow velocity specified here, or the maximum slope specified in the Link Tables, whichever is the least. In practice this results in the first upstream culverts being placed at the maximum link slope, typically 1 to 1.5%. As the link flows become significant down the line, the link slopes start flattening to the minimum slope specified in the Link Table. |
Maximum Velocity |
This setting results in all links where the velocity exceeds the specified value being flagged in the results with the ** symbol. |
See Also Design Parameters