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Problem #3 The figure below shows a compound open-channel cross- section. Determine the energy correction factor a using equation below. [v³dA A Assume uniform velocities within the subsections. (3) 1 A₁ = 1200 ft² Q₁ = 1073 cfs (n = 0.04) 80 ft->|< α= 2 1 AV 3 A₂ = 2500 ft² Q₂ = 8854 cfs (n = 0.02) -100 ft- | A3 = 1200 ft² Q3 = 1073 cfs (n=0.04) 80 ft- 125 ft - 110 ft - 100 ft

Problem #3 The figure below shows a compound open-channel cross- section. Determine the energy correction factor a using equation below. [v³dA A Assume uniform velocities within the subsections. (3) 1 A₁ = 1200 ft² Q₁ = 1073 cfs (n = 0.04) 80 ft->|< α= 2 1 AV 3 A₂ = 2500 ft² Q₂ = 8854 cfs (n = 0.02) -100 ft- | A3 = 1200 ft² Q3 = 1073 cfs (n=0.04) 80 ft- 125 ft - 110 ft - 100 ft

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 #3 The figure below shows a compound open-channel cross- section. Determine the energy correction factor a using equation below. fuºda v³ d A A Assume uniform velocities within the subsections. (3) 1 A₁ = 1200 ft² Q₁ = 1073 cfs (n = 0.04) 80 ft->|< α= 2 1 AV 3 A₂ = 2500 ft² Q₂ = 8854 cfs (n= 0.02) -100 ft- | A3 = 1200 ft² Q3 = 1073 cfs (n = 0.04) 80 ft- 125 ft - 110 ft - 100 ft
Transcribed Image Text:Problem #3 The figure below shows a compound open-channel cross- section. Determine the energy correction factor a using equation below. fuºda v³ d A A Assume uniform velocities within the subsections. (3) 1 A₁ = 1200 ft² Q₁ = 1073 cfs (n = 0.04) 80 ft->|< α= 2 1 AV 3 A₂ = 2500 ft² Q₂ = 8854 cfs (n= 0.02) -100 ft- | A3 = 1200 ft² Q3 = 1073 cfs (n = 0.04) 80 ft- 125 ft - 110 ft - 100 ft
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