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Water, with a kinematic viscosity of 1.21x105 square feet/second, flows from reservoir A to B as shown in the figure. The pipe has a roughness height of 0.0005-feet, flowrate of 20 cfs, elbows with loss coefficients of 0.25 and a friction factor of 0.0185 a) Determine the pipe diameter. b) Sketch the EGL and HGL Elevation z₁ = 44 ft 71 (1)▼ Elevation z₂ = 0 ▼ (2) B Total length = 1700 ft D A

Water, with a kinematic viscosity of 1.21x105 square feet/second, flows from reservoir A to B as shown in the figure. The pipe has a roughness height of 0.0005-feet, flowrate of 20 cfs, elbows with loss coefficients of 0.25 and a friction factor of 0.0185 a) Determine the pipe diameter. b) Sketch the EGL and HGL Elevation z₁ = 44 ft 71 (1)▼ Elevation z₂ = 0 ▼ (2) B Total length = 1700 ft D A

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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Water, with a kinematic viscosity of 1.21x105 square feet/second, flows from reservoir A to B as shown in the figure. The pipe has a roughness height of 0.0005-feet, flowrate of 20 cfs, elbows with loss coefficients of 0.25 and a friction factor of 0.0185 a) Determine the pipe diameter. b) Sketch the EGL and HGL Elevation z₁ = 44 ft 71 (1)▼ Elevation z₂ = 0 ▼ (2) B Total length = 1700 ft D A
Transcribed Image Text:Water, with a kinematic viscosity of 1.21x105 square feet/second, flows from reservoir A to B as shown in the figure. The pipe has a roughness height of 0.0005-feet, flowrate of 20 cfs, elbows with loss coefficients of 0.25 and a friction factor of 0.0185 a) Determine the pipe diameter. b) Sketch the EGL and HGL Elevation z₁ = 44 ft 71 (1)▼ Elevation z₂ = 0 ▼ (2) B Total length = 1700 ft D A
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