2. Design a circular sewer running half-full for population 50,000 and if the manning's coefficient of roughness be 0.015 and longitudinal slope be 0.0001, determine dry weather flow (DWF) take rate of water supply to be 100 l/c/d peak factor=1.8. Consider that 75% of water consumption by the community is converted to waste water.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Design a circular sewer running half-full for population 50,000 and if the manning's
coefficient of roughness be 0.015 and longitudinal slope be 0.0001, determine dry
weather flow (DWF)
take rate of water supply to be 100 l/c/d
peak factor=1.8.
Consider that 75% of water consumption by the community is converted to waste water.
Transcribed Image Text:2. Design a circular sewer running half-full for population 50,000 and if the manning's coefficient of roughness be 0.015 and longitudinal slope be 0.0001, determine dry weather flow (DWF) take rate of water supply to be 100 l/c/d peak factor=1.8. Consider that 75% of water consumption by the community is converted to waste water.
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