A concrete pipe has to be designed to drain an unfinished concrete parking lot of 5 acres. Thepeak flow rate for a 5year return period is 28 cubic feet per second. If the Manning's coefficientfor the pipe is 0.015, the pipe length is 1,000 feet, and the slope is 0.02 feet per foot run, thediameter of pipe, in inches, is most nearly:18 in24 in30 in36 in

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pe has to be designed to drain an unfinishe e for a 5year return period is 28 cubic feet pe s 0.015, the pipe length is 1,000 feet, and t ipe, in inches, is most nearly:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

A concrete pipe has to be designed to drain an unfinished concrete parking lot of 5 acres. The
peak flow rate for a 5year return period is 28 cubic feet per second. If the Manning's coefficient
for the pipe is 0.015, the pipe length is 1,000 feet, and the slope is 0.02 feet per foot run, the
diameter of pipe, in inches, is most nearly:
18 in
24 in
30 in
36 in

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