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

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter8: Seepage

Section: Chapter Questions

Problem 8.12P

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