env21tech,
I disagree. Typically, Inlet spacing is dictated by hydraulic criteria. For instance, the allowable width of flow in a street maydictate where inlets need to be placed based on normal flow in a road section.
I have written a spreadsheet that will (with some coding for geometry) calculate the flow rate and flow width based on roadway station. I also coded my spreadsheet to compute the inlet capture rate and resulting bypass flow. This was all based on the FHWA HEC-22 manual and the rational method. I have not found software that will easily evaluate the data without constant coding (entering drainage area). Although my spreadsheet simplyfies the approach, it works very well.