347 m 342 m A 600 m 302 m B 600 m 320 m 600 m vana D 302 m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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In the pipeline shown in the figure, the diameter of all pipes (D) is 200 mm and their friction coefficient (f) is 0.02. This
for pipeline

a) Calculate the maximum flow and draw the hydraulic slope plot.

b) Flow rate Q=0.05 m3 To reduce to /s, calculate the required head loss on the valve and calculate the hydraulic slope line.
draw.

c) HP = 15 – 2000Q2 (Q:m3 /s, Hp: m) placement of a pump with characteristic equation at point B
Calculate the flow rate and draw the hydraulic gradient line.

Note: The criteria for 3 m < P/γ < 80 m and 0.5 m/s < V < 2 m/s along the pipeline must be met for all cases.

347 m
342 m
A
600 m
302 m
B
600 m
320 m
600 m
vana
D
302 m.
Transcribed Image Text:347 m 342 m A 600 m 302 m B 600 m 320 m 600 m vana D 302 m.
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