I am designing a series of bents as pipe racks and am wondering if there is an easier way to apply loads. I am currently converting all my linear loads from pipes to point loads for each bent. This is tedious becuase not all bents are equally spaced. Is there a way to have a beam run between...
Thanks Trackfiend. I am strugling with the manning equation because I dont know how full the pipe will be at exit.
I understand the general philosophy on outflow vs inflow but was unsure numerically how to determine.
My pipe discharges in such a way so that there will never be water buildup...
Hi, I am designing a discharge pipe for a detention pond. The pre - construction runoff is 16.5 cfs, so the discharge from the detention pond should not exceed this. The max head is 3.5' in the reservoir. How do I size my pipe so as not to exceed 16.5 cfs. The pipe has 0 slope and is HDPE...
