Question

Water is pumped from reservoir A to B. The water-surface elevations in the reservoirs A and B WCalier enange is 4.1 kPa. 7.11 and 318 m, respectively. The suction line is 9.5 cm, which is short enough that the are 300 m head losses may be neglected. The pressure pipe is 400 m long and 79 cm in diameter. There are three 90° and two 45° bends. Calculate the annual power bill for pumping 0.30 m?/s. Unit power cost is 5 cents per kW-h. Assume that C-100 and combined pump and motor efficiency is 78 percent.

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Soltion: Calculate HstHd H5. Static head due to ditteィan cern elevato)-61-300) = 18M 2 Kv pipe o bond 2- BX181 249.81

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