Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m, and the pipe length L is 300 m. H= 16 m, h = 2 m, and the pipe head loss is given by h₁ = 0.01), where U is the velocity in the pipe. In your solutions consider the head loss at the pipe outlet to be (2). (a) what is the discharge in the pipe? (b) What is the pressure at point P halfway between the two reservoirs? (c) sketch the HGL and EGL.

Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m, and the pipe length L is 300 m. H= 16 m, h = 2 m, and the pipe head loss is given by h₁ = 0.01), where U is the velocity in the pipe. In your solutions consider the head loss at the pipe outlet to be (2). (a) what is the discharge in the pipe? (b) What is the pressure at point P halfway between the two reservoirs? (c) sketch the HGL and EGL.

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Description: Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m, and the pipelength L is 300 m. H= 16 m, h = 2 m, and the pipe head loss is given by h₁ = 0.01),where U is the velocity in the pipe. In your solutions consider the head loss at

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m, and the pipe
length L is 300 m. H= 16 m, h = 2 m, and the pipe head loss is given by h₁ = 0.01),
where U is the velocity in the pipe. In your solutions consider the head loss at the pipe
outlet to be (
U²
2g
(a) what is the discharge in the pipe?
(b) What is the pressure at point P halfway between the two reservoirs?
(c) sketch the HGL and EGL.
Water
D
H
P
B

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Step 2: a) Calculation of the discharge in the pipe

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Step 3: b) Calculation of the pressure at point P halfway between the two reservoirs

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Step 4: c) HGL and EGL

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