Given the following: Diameter of Pipe = 1m, Length of Pipe = 845m and Head loss = 1.01 m, Determine the discharge using Mannings Formula, n=0.013 (A) 0.83 cms B) 0.63 cms 0.73 cms 0.93 cms

Question number 7

A discharge of 750 liters/sec flows through a pipe having a diameter of 400 mm and a length of 65 m long. Compute the following hand losses in the pipe in meters.1. Using Manning’s Equation with n = 0.013. a. 8.44b. 8.96c. 7.50d. 7.182. Using Darcy Weisback formula with f = 0.012. a. 3.54b. 2.15c. 3.17d. 2.753. Using Hazen Williams formula with C = 100. a. 7.45b. 6.12c. 7.86d. 7.01

Compute the discharges for the pipes of the network shown below. Use the Hardy Cross method. Only one iteration cycle is required. The Hazen-Williams coefficient is 130 for all pipes. Begin your computation with the assumed discharges given below and verify that they satisfy the continuity requirement. QAB = 2.4 cfs (from A to B)     QBD = 1.5 cfs (from B to D) QBC = 0.3 cfs (from B to C)    QCD = 0.5 cfs (from C to D) QAC = 1.8 cfs (from A to C)