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Two pipes connected in parallel having a total discharge of 0.05 cu. m/s If pipe A has a total head loss of 0.5 m whose length and diameter are 200 m and 150 mm respectively. Pipe B have a length of 100m and diameter of 200mm. If they have the same friction factor f = 0.02. Compute the discharge   at pipe B a. 0.04 cum/s  b. 0.01 cum/s c. 0.02 cum/s d. 0.03 cum/s

Two pipes connected in parallel having a total discharge of 0.05 cu. m/s If pipe A has a total head loss of 0.5 m whose length and diameter are 200 m and 150 mm respectively. Pipe B have a length of 100m and diameter of 200mm. If they have the same friction factor f = 0.02. Compute the discharge   at pipe B a. 0.04 cum/s  b. 0.01 cum/s c. 0.02 cum/s d. 0.03 cum/s

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.14P
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Two pipes connected in parallel having a total discharge of 0.05 cu. m/s If pipe A has a total head loss of 0.5 m whose length and diameter are 200 m and 150 mm respectively. Pipe B have a length of 100m and diameter of 200mm. If they have the same friction factor f = 0.02. Compute the discharge   at pipe B
a. 0.04 cum/s 
b. 0.01 cum/s
c. 0.02 cum/s
d. 0.03 cum/s

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