A 6″ pipe 600 ft long carries water from A at elevation 80.0 ft to B at elevation 120.0 ft. The factional stress between the liquid and the pipe walls is 0.62 lb/ft 2 . Determine the pressure change in the pipe and the lost head. Water flows through the turbine in Fig. 7-15 at the rate of 0.214 m3 /s and the pressures at A and B, respectively, are 147.5 kPa and 34.5 kPa. Determine the power delivered to the turbine by the water
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