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Hello sir thanks for your response, At the moment, I'm still designing the size of the culverts, so I need to know the discharge (Qp). Cause as what I've read in Hydrologic Analysis and Design by Richard McCuen, it stated that I need to compute the travel time in the pipes first so that I can ...

Hello fellow Civil Engineers, I am Ray, a newly practicing civil engineer in the field of Water Resources Engineering. I would like to ask for your advise about what would be the best empirical formula to use in determining the time concentration of culvert pipes? PS: Tried searching ...