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Problem 3 The pipes shown in the system are all concrete. With a flow of 25 ft³/s (or cfs) of water, find the head loss (hL, AB) and the division of flow in the pipes (Q1, Q2, and Q3) from A to B. Assume: 1) f = 0.030 for all pipes; 2) all the minor head losses in the system are negligible. Assume α = 1.0 throughout. A L= 3000 ft D = 14 in. L = 2000 ft D = 24 in. L = 2000 ft L= 3000 ft D = 30 in. D = 12 in. B L= 3000 ft D= 16 in.

Problem 3 The pipes shown in the system are all concrete. With a flow of 25 ft³/s (or cfs) of water, find the head loss (hL, AB) and the division of flow in the pipes (Q1, Q2, and Q3) from A to B. Assume: 1) f = 0.030 for all pipes; 2) all the minor head losses in the system are negligible. Assume α = 1.0 throughout. A L= 3000 ft D = 14 in. L = 2000 ft D = 24 in. L = 2000 ft L= 3000 ft D = 30 in. D = 12 in. B L= 3000 ft D= 16 in.

Principles of Geotechnical Engineering (MindTap Course List)
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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Problem 3 The pipes shown in the system are all concrete. With a flow of 25 ft³/s (or cfs) of water, find the head loss (hL, AB) and the division of flow in the pipes (Q1, Q2, and Q3) from A to B. Assume: 1) f = 0.030 for all pipes; 2) all the minor head losses in the system are negligible. Assume α = 1.0 throughout. A L= 3000 ft D = 14 in. L = 2000 ft D = 24 in. L = 2000 ft L= 3000 ft D = 30 in. D = 12 in. B L= 3000 ft D= 16 in.
Transcribed Image Text:Problem 3 The pipes shown in the system are all concrete. With a flow of 25 ft³/s (or cfs) of water, find the head loss (hL, AB) and the division of flow in the pipes (Q1, Q2, and Q3) from A to B. Assume: 1) f = 0.030 for all pipes; 2) all the minor head losses in the system are negligible. Assume α = 1.0 throughout. A L= 3000 ft D = 14 in. L = 2000 ft D = 24 in. L = 2000 ft L= 3000 ft D = 30 in. D = 12 in. B L= 3000 ft D= 16 in.
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