A water supply distribution system for an industrial park is systematically shown in fig 4.9(a). The demand on the system are currently at junction C. G,and F with flow rate given in litter per second. Water enters the system at junction A for water storage tank on hill. The water surface elevation in the tank is 50meter above the elevation of point A in the industrial park. All the junction have same elevation as the point A. All pipe are aged ductile iron (e=0.26mm) with length and diameter provided in table below. Calculate the flow rate of each pipe. Also determine the if pressure at junction F will be high enough to satisfy the customer there. The required pressure is 185 kpa.
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The demand on the system are currently at junction C. G,and F with flow rate given in litter per second. Water enters the system at junction A for water storage tank on hill. The water surface elevation in the tank is 50meter above the elevation of point A in the industrial park. All the junction have same elevation as the point A. All pipe are aged ductile iron (e=0.26mm) with length and diameter provided in table below. Calculate the flow rate of each pipe. Also determine the if pressure at junction F will be high enough to satisfy the customer there.
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