(CE May 2014) A discharge of 600 L/s flows through a pipe having a diameter of 400 mm. Length of 40 m long, Compute the Head Loss of the pipeline using :
a. Manning’s Equation with n = 0.013
b. Darcy Weishback’s Formula with f = 0.012
c. Hazen William’s Formula with C = 100
No comments:
Post a Comment