Design a sewer to serve a population of 36.000; the daily per capita water supply allowane being 135 litres of which 80% finds its way into the sewer. The slope available for the sewer to be laid is 1 in 625 and the sewer should be designed to carry four times the dry weather flow when running full. What would be the velocity of flow in the sewer when running full ? Assume n = 0.012 in manning's formula.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a sewer to serve a population
of 36.000; the daily per capita water
supply allowane being 135 litres of
which 80% finds its way into the
sewer. The slope available for the
sewer to be laid is 1 in 625 and the
sewer should be designed to carry
four times the dry weather flow when
running full. What would be the
velocity of flow in the sewer when
running full ? Assume n = 0.012 in
manning's formula.
Transcribed Image Text:Design a sewer to serve a population of 36.000; the daily per capita water supply allowane being 135 litres of which 80% finds its way into the sewer. The slope available for the sewer to be laid is 1 in 625 and the sewer should be designed to carry four times the dry weather flow when running full. What would be the velocity of flow in the sewer when running full ? Assume n = 0.012 in manning's formula.
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