If the total head loss from A to E is 4 meters due to friction, determine the flow rate in pipe 3 (C). Use f = 0.02 in all pipes. Use Darcy-Weisbach Formula: L hf = 0.0826 f DS B D E L1 = 1 500m D1 = 200mm L2 = 600m D2 = 200mm L3 = 450m D3 = 170mm L4 = 600m D4 = 150mm L5 = 300m D5 = 200mm

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