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Given a portion of a pipe network below. Determine the true discharge in each pipe using the Hardy-Cross method. Use the Darcy-Weisbach formula with f = 0.02 for all pipes. Pipe AB Length (m) Diameter (cm) 600 25 BC 400 25 CD 900 30 DA AC 1000 20 1500 20 Q₁₁ = 0.20 m³/s B Qc = 0.30 m³/s Loop I QA 0.10 m³/s A. C Loop II Q₁ = 0.20 m³/s

Given a portion of a pipe network below. Determine the true discharge in each pipe using the Hardy-Cross method. Use the Darcy-Weisbach formula with f = 0.02 for all pipes. Pipe AB Length (m) Diameter (cm) 600 25 BC 400 25 CD 900 30 DA AC 1000 20 1500 20 Q₁₁ = 0.20 m³/s B Qc = 0.30 m³/s Loop I QA 0.10 m³/s A. C Loop II Q₁ = 0.20 m³/s

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 8.11P
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Given a portion of a pipe network below. Determine the true discharge in each pipe using the Hardy-Cross method. Use the Darcy-Weisbach formula with f = 0.02 for all pipes. Pipe AB Length (m) Diameter (cm) 600 25 BC 400 25 CD 900 30 DA AC 1000 20 1500 20 Q₁₁ = 0.20 m³/s B Qc = 0.30 m³/s Loop I QA 0.10 m³/s A. C Loop II Q₁ = 0.20 m³/s
Transcribed Image Text:Given a portion of a pipe network below. Determine the true discharge in each pipe using the Hardy-Cross method. Use the Darcy-Weisbach formula with f = 0.02 for all pipes. Pipe AB Length (m) Diameter (cm) 600 25 BC 400 25 CD 900 30 DA AC 1000 20 1500 20 Q₁₁ = 0.20 m³/s B Qc = 0.30 m³/s Loop I QA 0.10 m³/s A. C Loop II Q₁ = 0.20 m³/s
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