design a sewer to serve a population of 36000, the daily per capita water supply allowance being 135 litres of which 80% finds its ways into the sewer. the slope availabe 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 ?
design a sewer to serve a population of 36000, the daily per capita water supply allowance being 135 litres of which 80% finds its ways into the sewer. the slope availabe 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 ?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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design a sewer to serve a population of 36000, the daily per capita water supply allowance being 135 litres of which 80% finds its ways into the sewer. the slope availabe 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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