The discharge from A to B is 50L/s. Pipe 1 is 650m long and 0.3m in diameter. Pipe 2 is 500m long and 0.5m in diameter. Pipe 3 is 750m long and 0.4m in diameter. The surface roughness in all pipes is 0.36mm. Assume that the kinematic viscosity of water is 1x10-6 m 2 /s. Determine the head loss from A to B. Solve using either the method of equivalent pipes or the Hardy Cross Method.
The discharge from A to B is 50L/s. Pipe 1 is 650m long and 0.3m in diameter. Pipe 2 is 500m long and 0.5m in diameter. Pipe 3 is 750m long and 0.4m in diameter. The surface roughness in all pipes is 0.36mm. Assume that the kinematic viscosity of water is 1x10-6 m 2 /s. Determine the head loss from A to B. Solve using either the method of equivalent pipes or the Hardy Cross Method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The discharge from A to B is 50L/s. Pipe 1 is 650m long and 0.3m in diameter. Pipe
2 is 500m long and 0.5m in diameter. Pipe 3 is 750m long and 0.4m in diameter. The surface roughness
in all pipes is 0.36mm. Assume that the kinematic viscosity of water is 1x10-6 m 2 /s. Determine the head
loss from A to B. Solve using either the method of equivalent pipes or the Hardy Cross Method.
Transcribed Image Text:50L/s
A
Pipe 1
Pipe 2
Pipe 3
B
50L/s
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