Reservoirs A and B have elevations 250 m and 100 m respectively, which are connected by a pipe having a diameter of 250 mm and a length of 250 m. A turbine is installed at a point in between reservoirs A and B. If C = 120, compute the following if the discharge in the pipeline is 140 liters/sec. 1. Head loss in the pipe due to friction (in meters). a 9.17 b. 7.35 d. 8.47 c. 6.15 2. The head extracted by the turbine in meters. a 149.55 c. 136.10 3. The power generated by the turbine in KW. a 215.65 c. 235.18 b. 141.52 d. 160.75 b. 194.37 d. 180.50

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