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0 (2) The following problem is same as class problem. Only difference is; we need to use K from Darcy weisbach equation The system shown in figure 12.4.2 consists of two reservoirs; the pump, pipe AB, and parallel pipes BC and BD. Head losses between the lower reservoir and the pump are to be ignored. The friction factors for pipe AB, BC, and BD are 0.016, 0.047 and 0.0184 respectively. For a flow rate of 6 cfs, determine the total head to pump if Δz-34ft. What is the brake horsepower required for an efficiency of 0.80? AZ pipe diameter, ft length, ft - AB BC BD 1.5 1,5 0.75 4000 7000 3000 Q (3) Repeat the Question (2) using Hazen-Williams equation. Consider C = 150 for each case. K- L 10.67
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