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The total head loss from A to D is 14 m. a. Calculate the discharge at pipeline 3. b. Calculate the discharge at pipeline 4. c. Calculate the discharge at pipeline 5. nz = 0.012 Dz = 0.20 m L = 300 m A B D 3 f1-0.02 D =0.30 m 4 = 500 m n = 0.013 Dy =0.25 m L = 250 m C- 120 D; = 0.40 m 4 =300 m n4-0.015 D= 0.35 m L = 300 m %3D

The total head loss from A to D is 14 m. a. Calculate the discharge at pipeline 3. b. Calculate the discharge at pipeline 4. c. Calculate the discharge at pipeline 5. nz = 0.012 Dz = 0.20 m L = 300 m A B D 3 f1-0.02 D =0.30 m 4 = 500 m n = 0.013 Dy =0.25 m L = 250 m C- 120 D; = 0.40 m 4 =300 m n4-0.015 D= 0.35 m L = 300 m %3D

Structural Analysis
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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Problem 1. The total head loss from A to D is 14 m. a. Calculate the discharge at pipeline 3. b. Calculate the discharge at pipeline 4. c. Calculate the discharge at pipeline 5. nz = 0.012 D2 = 0.20 m L=300 m A B D 3 fi=0.02 D = 0.30 m L = 500 m n =0.013 D, = 0.25 m L = 250 m C; 120 D5 = 0.40 m s = 300 m 4) n4 -0.015 D, = 0.35 m = 300 m
Transcribed Image Text:Problem 1. The total head loss from A to D is 14 m. a. Calculate the discharge at pipeline 3. b. Calculate the discharge at pipeline 4. c. Calculate the discharge at pipeline 5. nz = 0.012 D2 = 0.20 m L=300 m A B D 3 fi=0.02 D = 0.30 m L = 500 m n =0.013 D, = 0.25 m L = 250 m C; 120 D5 = 0.40 m s = 300 m 4) n4 -0.015 D, = 0.35 m = 300 m
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