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4. The water discharge through the 200 mm pipe shown is throttled to a velocity of 2.4 m/s by means of the value at B. The pressure head at the summit A is -3 m of water. All pipes are new steel and the suction projects into the reservoir. Compute the pressure heads at 1 and 2 the pumping head, and the horse power output of the pump. f = 0.022, hf 0.0826fLQ²/D5

4. The water discharge through the 200 mm pipe shown is throttled to a velocity of 2.4 m/s by means of the value at B. The pressure head at the summit A is -3 m of water. All pipes are new steel and the suction projects into the reservoir. Compute the pressure heads at 1 and 2 the pumping head, and the horse power output of the pump. f = 0.022, hf 0.0826fLQ²/D5

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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4. The water discharge through the 200 mm pipe shown is throttled to a velocity of 2.4 m/s by means of the value at B. The pressure head at the summit A is -3 m of water. All pipes are new steel and the suction projects into the reservoir. Compute the pressure heads at 1 and 2 the pumping head, and the horse power output of the pump. f = 0.022, hƒ= 0.0826fLQ²/D5 4 Vt = 9.603 m/s Qt = 0.001178 m³/s Q = 0.000743 m³/s v = 9.052 m/s (using projectile motion) Cv = 0.989 Cd = 0.631 Cc = 0.638 EL 0 m L = 30 m 300 mm dia EL 30 m L = 150 m 200 mm dia/ 2 A EL 3 m L = 30 m 200 mm dia B EL 24 m
Transcribed Image Text:4. The water discharge through the 200 mm pipe shown is throttled to a velocity of 2.4 m/s by means of the value at B. The pressure head at the summit A is -3 m of water. All pipes are new steel and the suction projects into the reservoir. Compute the pressure heads at 1 and 2 the pumping head, and the horse power output of the pump. f = 0.022, hƒ= 0.0826fLQ²/D5 4 Vt = 9.603 m/s Qt = 0.001178 m³/s Q = 0.000743 m³/s v = 9.052 m/s (using projectile motion) Cv = 0.989 Cd = 0.631 Cc = 0.638 EL 0 m L = 30 m 300 mm dia EL 30 m L = 150 m 200 mm dia/ 2 A EL 3 m L = 30 m 200 mm dia B EL 24 m
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