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

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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Question

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
QL = 0.1179 m³/s
U
L
C
94 m

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