2. From the figure shown, pipe AB is 400m long, 200 mm in diameter and f= 0.003, pipe U is 300 m long, 100 mm in diameter and f = 0.02, pipe L is 200 m long and 150 mm in diameter and f= 0.025. pipe CD is 700 m long and 300 mm in diameter and f= 0.018. The tank is 94 m above D A) Compute the rate of flow in pipe AB B) Compute the rate of flow in pipe U C) Compute the rate of flow in pipe L Use BE Q1 = Qu + QL Q₁ = 0.1569 m³/s Qu= 0.0390 m³/s Q₁ = 0.1179 m³/s C 94 m
2. From the figure shown, pipe AB is 400m long, 200 mm in diameter and f= 0.003, pipe U is 300 m long, 100 mm in diameter and f = 0.02, pipe L is 200 m long and 150 mm in diameter and f= 0.025. pipe CD is 700 m long and 300 mm in diameter and f= 0.018. The tank is 94 m above D A) Compute the rate of flow in pipe AB B) Compute the rate of flow in pipe U C) Compute the rate of flow in pipe L Use BE Q1 = Qu + QL Q₁ = 0.1569 m³/s Qu= 0.0390 m³/s Q₁ = 0.1179 m³/s C 94 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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