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Answer :
The head supplied by the pump at a rate of 3ft/s is 309.96m, The total head loss between the pump and point of free discharge is 26.822m.
As mentioned in the question the height of the reservoir is = 20ft
Pressure on the intake side of the pump is = 5 psig = 34.4kpascal
Pressure on the discharge side of the pump is = 50 psig = 344.4kpascal
converting water pumped from 3f/s to m/s = 0.91
Here the diameter of the pipe is d = 6 inches which is = 0.15,m
a) The head supplied by the pump is as per Bernoulli's theorem:
P1+21ρv12+ρgh1=P2+21ρv22+ρgh2
So here in this condition
ρv12 = ρv22
where vi = vd
zi = zd
Now
pi/pg + Handpump = p1/pg
handpump = 344.4k - 34.4k/(0.91)
=309.96 m
Therefore the head supply by the pump is 309.96m
b) Total head loss between the pump and point of free discharge is
since vd = v
We can say the head loss = (6.096 - 0 ) X 1000/9.8 x 1000 = 0.61 - 27.432
= 26.822
Hence the head supplied by the pump is 309.96m
The head loss is 26.822m
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