В a b. Figure X5.2.2 5.2.3 Refer to Fig. X5.2.2. Assume a = 1 m, b = 4 m, and the flow to be frictionless in the siphon. Find the rate of discharge in m/s and the pressure head at B if the pipe has a uniform diameter of 150 mm.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Supposed to use Bernoulli’s theorem for incompressible fluid.
В
a
b.
Figure X5.2.2
5.2.3 Refer to Fig. X5.2.2. Assume a = 1 m, b = 4 m, and the flow to be frictionless in
the siphon. Find the rate of discharge in ms and the pressure head at B if the
pipe has a uniform diameter of 150 mm.
Transcribed Image Text:В a b. Figure X5.2.2 5.2.3 Refer to Fig. X5.2.2. Assume a = 1 m, b = 4 m, and the flow to be frictionless in the siphon. Find the rate of discharge in ms and the pressure head at B if the pipe has a uniform diameter of 150 mm.
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