Determine the velocity of the flow in a sewer running one half full. The sewer is
laid at 1 in 550 slopes. The diameter of the sewer is 170cm also determine the
discharge flowing through the sewer[assume n=0.013 in manning’s formulae]
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– Improvement in the environment by removing the sewage as it originates
– Preventing inundation of low lying areas that may be otherwise caused by not providing sewers
– Prevention of vector propagation by sewage stagnations
– Avoiding cross connections with freshwater sources by seepag
Step-by-step explanation:
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