You are part of the water supply engineering team of yourcouncil. Your team is working on a certain part of cast iron pipingof a water distribution system involving a parallel section. Bothparallel pipes have a diameter of 30 cm, and the flow is fullyturbulent. One of the branches (pipe A) is 1000 m long while theother branch (pipe B) is 3000 m long. If the flow rate through pipeA is 0.4 m3/s, determine the flow rate through pipe Band the head loss in pipe B. Disregard minor losses. Consider thewater temperature to be 15°C. Assume that the flow is fullyturbulent (i.e. the friction factor is independent of Reynoldsnumber).
