Rework solved Example 7.9. using the areas in Problem 1 above and the slopes in Problem 2.
Problem 1:
Rework solved Example 7.9 for The drainage areas as follows: A1 = 6.5 acres. A2 = acres, A3 = 8 acres, and A4 = 9 acres.
Problem 2:
Rework solved Example 7.9 for the following pipe slopes: M l — M2 = 0.025 ft/ft, M2 - M3 = 0.035 ft/ft, and M3 to outfall = 0.04 ft/ft.
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