Q=300 liters/sec.1 D-202.7 mm of L₁=300 m D₂=202.7 mm Ø L₂=150 m BY D3=202.7 mm Ø L₁=75 m D-381 mm Ø L=300 m D-303.2 mm L-450 m
Q=300 liters/sec.1 D-202.7 mm of L₁=300 m D₂=202.7 mm Ø L₂=150 m BY D3=202.7 mm Ø L₁=75 m D-381 mm Ø L=300 m D-303.2 mm L-450 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The pipe connection shown has a series parallel connection. The rate of flow in the pipe 1 is 300 liters per sec. Assuming equal values of f = 0.02 for all pipes.
- Compute the discharge of pipeline 2 in cu.m per sec.
- Compute the discharge of pipeline 3 in cu.m per sec.
- Compute the discharge of pipeline 4 in cu.m per sec.
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