• Calculate the head losses and the corrected flows in the various pipes of a distribution network as shown in figure below. The diameters and the lengths of the pipes used are given against each pipe. Compute corrected flows after third corrections. Take CH =100.(Hint:USE HARDY CROSS METHOD)
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2.2 m/min 2.5. m/min 305 mm 1000 m H 305 mm 1250 m 14 m/min 305 mm 1000 m I 250 mm 1100 m II 305 mm 1100 m 2.0 405 mm 1250 m B 200 355 mm 400 m Inflow 25 m/min 355 mm 600 m mm 500 m 200 mm E 500 m F 200 mm 2.3 m/min C E III O 0.5 m/min 400 m 1.5 m/min