Determine the size of a circular concrete pipe (n = 0.013) tocarry 150 ft³/s of stormwater on a slope of 0.007. What is thedepth of flow in the pipe?S1.00.80.60.40.20.0D0.00.20.40.6Q'2p²0.81.0Figure 5.3 Discharge in a circular pipe flowing partially full with Manning ""as a function of water depth.

The flow rate is given by ;Q = 150 cubic ft /sec n = 0.013S = 0.007d = 3.921 ftRequired size of…

Determine the size of a circular concrete pipe (n = 0.013) to carry 150 ft³/s of stormwater on a slope of 0.007. What is the depth of flow in the pipe? . ar" 1.0 0.8 0.6 0.4 0.2 0.0 D 0.0 2 3 0.8 1.0

Determine the size of a circular concrete pipe (n = 0.013) to carry 150 ft³/s of stormwater on a slope of 0.007. What is the depth of flow in the pipe? . ar" 1.0 0.8 0.6 0.4 0.2 0.0 D 0.0 2 3 0.8 1.0

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Determine the size of a circular concrete pipe (n = 0.013) to
carry 150 ft³/s of stormwater on a slope of 0.007. What is the
depth of flow in the pipe?
S
1.0
0.8
0.6
0.4
0.2
0.0
D
0.0
0.2
0.4
0.6
Q'2p²
0.8
1.0
Figure 5.3 Discharge in a circular pipe flowing partially full with Manning ""
as a function of water depth.

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