Hydraulics ( CE322 ) Q1:(10 marks A 200mm diameter, 1.2 km long galvanized iron pipe (e…

Hydraulics ( CE322 )

Q1:(10 marks A 200mm diameter, 1.2 km long galvanized iron pipe (e -0.15mm) conveys water flow between two reservoirs which have a difference in water surface elevation of 12.0 m. The pipe exit and entrance are square edge. Calculate the flow rate Q (m/s). 02:(10 marks) Calculate the head losses and the corrected flows in the various pipes of a distribution network as shown in figure. Assume that minor losses can be neglected. .30u 120ls 40 LIS Pipe AB D (m) L (m) 0.4 1000 CHW 110 Bc | 0.3 800 | 120 | CD 0.3 1000 120 DA 0.4 800 | 110 |