Design a concrete sewer required to carry a maximum design discharge of 10 cfs on a slope of 0.003. The minimum expected
Posted: Mon Apr 25, 2022 9:23 am
Design a concrete sewer required to carry a maximum design discharge of 10 cfs on a slope of 0.003. The minimum expected discharge is 2.5 cfs. Check the velocity for self-cleansing. Assume that commercial pipes are available in steps increasing by 0.5 ft (i.e. davail = 1 ft, 1.5 ft, 2ft, 2.5 ft...etc.)