Q1/Water.p=1.94 slugs/ft and v=0.000011 ft/s, is pumped between two reservoirs at 0.2 ft's through 400 ft of 2-in-diameter pipe and several minor losses coefficient is(12.2m), as shown in Fig. 1. The roughness ratio is c/d = 0.001. Compute the pump horsepower required.

The overall loss coefficient for the pipe shown in Fig.3 is 5; up to A it is 0.8, from A to B it is 1.2, from B to C it is 0.8, from C to D it is 2.2. Estimate the flow rate and the pressures at point C The elevations are shown. el. 12 m el. 10 m Water el. 3 m A B C 8 cm dia. D 3 cm dia. el. 0

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Calculate the Flow Rate of water at 5°C through the system below. Q = Flow 3.4 m 700 kPa 30 mm diameter DN 65 mm Schedule 40 Pipe