I have created a storm sewer drainage network using HydroCAD. I have exported the data table for my reach analysis and everything looks good, but I am missing one piece of information. The missing information is the relationship between my time of concentration and Rainfall intensity as water moves through the network. This relationship shows the increasing of the Time of concentration and the decreasing of the rainfall intensity as storm water moves through the network. Is this information really needed? If yes or no, why? Thank you in advance!
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