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A 1-m diameter new cast iron pipe is 845 m long and has a head loss of 1.11 m. 1. Find the discharge capacity of water for this pipe by Hazen–William’s formula. Use C = 130 a. 0.24 cu.m/sec b. 0.87 cu.m/sec c. 1.01 cu.m/sec d. 1.07 cu.m/sec 2. Find the discharge capacity of water for this pipe by Manning’s formula. Use n = 0.013. a. 0.24 cu.m/sec b. 0.87 cu.m /sec c. 1.01 cu.m /sec d. 1.07 cu.m /sec 3. Find the discharge capacity of water for this pipe by Darcy Weisbach formula.. Use f = 0.014 a. 0.24 cu.m /sec b. 0.87 cu.m /sec c. 0.91 cu.m /sec d. 1.07 cu.m /sec

A 1-m diameter new cast iron pipe is 845 m long and has a head loss of 1.11 m. 1. Find the discharge capacity of water for this pipe by Hazen–William’s formula. Use C = 130 a. 0.24 cu.m/sec b. 0.87 cu.m/sec c. 1.01 cu.m/sec d. 1.07 cu.m/sec 2. Find the discharge capacity of water for this pipe by Manning’s formula. Use n = 0.013. a. 0.24 cu.m/sec b. 0.87 cu.m /sec c. 1.01 cu.m /sec d. 1.07 cu.m /sec 3. Find the discharge capacity of water for this pipe by Darcy Weisbach formula.. Use f = 0.014 a. 0.24 cu.m /sec b. 0.87 cu.m /sec c. 0.91 cu.m /sec d. 1.07 cu.m /sec

Structural Analysis
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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A 1-m diameter new cast iron pipe is 845 m long and has a head loss of 1.11 m.
1. Find the discharge capacity of water for this pipe by Hazen–William’s formula. Use C = 130 
a. 0.24 cu.m/sec
b. 0.87 cu.m/sec
c. 1.01 cu.m/sec
d. 1.07 cu.m/sec
2. Find the discharge capacity of water for this pipe by Manning’s formula. Use n = 0.013. 
a. 0.24 cu.m/sec
b. 0.87 cu.m /sec
c. 1.01 cu.m /sec
d. 1.07 cu.m /sec
3. Find the discharge capacity of water for this pipe by Darcy Weisbach formula.. Use f = 0.014 
a. 0.24 cu.m /sec
b. 0.87 cu.m /sec
c. 0.91 cu.m /sec
d. 1.07 cu.m /sec

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