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Of course! It doesn't make sense to add a 5-minute design storm in my routed watershed to a 17-minute design storm in my bypass watershed. I will modify my calculations accordingly. Thank you so much. With regard to the use of the Rational Method, I should clarify. I am actually using the...

Hello everyone. I am presently crunching through some detention basin design calculations and I came across a minor snag. I think it's a fairly common problem, but I was wondering if anyone had any feedback about how to deal with it. Here's what I have. 1) I set up pre-development...

As a munipal engineer, it is my job to review land development plans in my area for compliance with local, state and federal regulations. Sometimes, however, I notice questionable design practices that are not covered by the regulations at hand. Today, for example, I am reviewing a plans for a...