Q3) Water is pumped from reservoir A to reservoir B and C. Also there is a pump operating between junction and Reservoir B. Assume that all the pipes (AJ, JB, JC) have the same characteristics as friction factor f-0.02, pipe diameter D=0.2 m and pipe length L=1000 m, and all pumps are identical. Neglect minor losses, consider only the major losses. The pump curve characteristics are, Q(m/s) 0 0.025 0.050 0.075 0.1 Hp(m) 60 58 50 39 25 Compute all the flow rates Q₁. QB and Qc and compute the total head at the junction point H, by drawing head vs discharge (H₁-Q) curves. ZA 10 m A Zg=85 m B z-15 m 2 = 40 m с

Q3) Water is pumped from reservoir A to reservoir B and C. Also there is a pump operating between junction and Reservoir B. Assume that all the pipes (AJ, JB, JC) have the same characteristics as friction factor f-0.02, pipe diameter D=0.2 m and pipe length L=1000 m, and all pumps are identical. Neglect minor losses, consider only the major losses. The pump curve characteristics are, Q(m/s) 0 0.025 0.050 0.075 0.1 Hp(m) 60 58 50 39 25 Compute all the flow rates Q₁. QB and Qc and compute the total head at the junction point H, by drawing head vs discharge (H₁-Q) curves. ZA 10 m A Zg=85 m B z-15 m 2 = 40 m с

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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