Using the same flow and the same 500-ft-long round pipe sewer as in Problem, determine and plot the HGL and EGL for the sewer reach, given the following additional information: U/S pipe invert elevation = 100.00 ft; D/S pipe invert elevation = 96.00 ft; and the tailwater elevation for the sewer (i.e., the outlet water surface elevation) = 106.00 ft.
Problem
For a Q = 80 cfs, calculate the hf = for a 3.5-ft-diameter, 500-ft-long, round pipe sewer with n = 0.012 flowing full.
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.