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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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