QUESTION 3 [25] The diagram below is a schematic layout of a water supply network with initial estimated flow in pipe AB and DC as 20 L's and 5 L/s respectively. Demands at all nodes are as indicated below. Using the head balance (Hardy Cross) method, determine the discharge in each pipe after performing only 1 (one) iteration (for each loop). All pipe information you may need is provided in the table below. (Calculation sheets provided may be used) B С 00 15 Us 25 Ls 10 Us A D Pipe Length (m) Diameter (mm) Roughness (mm) AB 140 100 0.05 BC 220 90 0.05 CD 140 80 0.05 AD 220 65 0.05 BD 245 70 0.05
Loop Pipe Cor CC 0(m/s) Hf (m) Hf/Q Q (new) 1 N
QUESTION 3 [25] The diagram below is a schematic layout of a water supply network with initial estimated flow in pipe AB
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