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A 38-in pump is installed for the system below. The pipe (100-cm diameter) has a friction factor of 0.012 and a total length

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Ans) Apply Bernoulli equation between point 1 and 2 located at water surface elevation of lower and upper reservoir respectively,

P1/\gamma + V1 / 2g + Z1 + Hp = P2/\gamma + V22 / 2g + Z2 + Hf + Hm

Since,both point 1 and 2 are open to atmosphere, pressure is only atmospheric,hence gauge pressure, P1 = P2 = 0

Velocity at surface is negligible so, V1 = V2 = 0

Elevation, Z1 = 150 m and Z2 = 180 m

Hp is pump head

Hf = Head loss due to friction  

Hm is minor head loss due to entry and exit

  Hence, above equation reduces to,

0 + 150 + Hp = 0 + 180 + Hf

=> Hp= 30 + Hf...................................(1)

Also, Hf = 8 f L Q^2 / (\pi^2 g D^5 )

=> Hf = 8(0.012)(20000) Q^2 / (\pi^2 x 9.81 x 1^5 )

=> Hf = 19.85 Q^2

Also, Hm = (entry + rit ) Q^2 / 2 g 1

Area of pipe (A) = (\pi/4)(1^2) = 0.785 sq.m

=> Hm = (0.5 + 1)Q^2 / (2 x 9.81 x 0.7852 )

=> Hm = 0.124 Q^2

Putting values in equation 1,

=> Hp = 30 + 19.85 Q^2 + 0.124 Q^2

=> Hp = 30 + 20 Q^2

The above equation is system head curve equation where Q is in m3/s and Hp is in meter

Q (gal/min) Q (m3/s) Hp (m) Hp (ft)
0 0 30 98.42
8000 0.50 35 114.83
16000 1 50 164
24000 1.51 75.6 248
28000 1.76 91.95 301.6

Now plot the system curve on given pump performance curve for 38 in impeller diameter as shown below :

350 300 250 Hp (ft) 200 -Pump performance curve -System curve 150 100 0 4000 8000 12000 16000 20000 24000 Q(gpm)

Now,

We know the point of intersection of performance curve and system curve is operating point.Hence,

Operating flowrate = 21000 gpm or 46.62 cfs

Similarly, horsepower corresponding to operating point = 1250 hp

NPSH corresponding to operating point = 17 ft

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