Using the same flow and the same 500-ft-iong round pipe sewer as in Problem 9.6, determine and

Question:

Using the same flow and the same 500-ft-iong round pipe sewer as in Problem 9.6, 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.