Calculating flow through three corrugated Al Pipes
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Calculating flow through three corrugated Al Pipes
I have a scenario wherein three Aluminium corrugated pipes of varying lengths are side by side, sitting below a temporary crossover across a river. I have the Inlet and Outlet Stations and Elevations and the pipe diameters (66", 48" and 54"). I also have the lengths (50', 59.60', 52'). The pipes are to carry a total of 500 cfs and I need to know if they will. I need a detailed analysis of the amount of discharge through each of the culverts including overtopping. Please help me!
Re: Calculating flow through three corrugated Al Pipes
Do you know pressure and geodetic heights on the start and on the end of pipes. What is the fluid?
Diameters that you stated are internal pipe diameters?
Diameters that you stated are internal pipe diameters?
Pipe flow calculations - since 2000