347 m 342 m A 600 m 302 m B 600 m 320 m 600 m vana D 302 m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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