Water is pumped at the rate of 2 cfs from a reservoir 20 ft above a pump to a free discharge 90 ft above the pump. All bend loss coefficients are 1.2. The pipe entrance loss is 0.5. 22=23=0. All pipes are 6" diameter commercial steel. The total length of pipe is 1500 ft, and L34 = 1400 ft. a. Find the head supplied by the pump. b. The total head loss between the pump and the point of discharge. 1 Z₁ = 20 ft 2 P2 = 5 psig 3 P3 = 50 psig 4 Free Discharge 24 = 90 ft

Water is pumped at the rate of 2 cfs from a reservoir 20 ft above a pump to a free discharge 90 ft above the pump. All bend loss coefficients are 1.2. The pipe entrance loss is 0.5. 22=23=0. All pipes are 6" diameter commercial steel. The total length of pipe is 1500 ft, and L34 = 1400 ft. a. Find the head supplied by the pump. b. The total head loss between the pump and the point of discharge. 1 Z₁ = 20 ft 2 P2 = 5 psig 3 P3 = 50 psig 4 Free Discharge 24 = 90 ft

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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