. Design an outfall circular sewer of the separate system for a town with a population of 1,00,000 persons with a water supply at 180 litres per head per day. The sewer can be laid at a slope of 10 in 10,000 with n = 0.012. A self-cleansing velocity of 0.75 m/sec is to be developed. The dry weather flow may be taken as 1/3 of the maximum discharge. Given the following table : Proportionate Proportionate Proportionate Discharge Depth Velocity 0.31 0.7901 0.2086 0.35 0.8430 0.2629 0.37 0.8675 0.2981 0.39 0.8909 0.3217 0.40 0.9022 0.3370 0.42 0.9299 0.3682

. Design an outfall circular sewer of the separate system for a town with a population of 1,00,000 persons with a water supply at 180 litres per head per day. The sewer can be laid at a slope of 10 in 10,000 with n = 0.012. A self-cleansing velocity of 0.75 m/sec is to be developed. The dry weather flow may be taken as 1/3 of the maximum discharge. Given the following table : Proportionate Proportionate Proportionate Discharge Depth Velocity 0.31 0.7901 0.2086 0.35 0.8430 0.2629 0.37 0.8675 0.2981 0.39 0.8909 0.3217 0.40 0.9022 0.3370 0.42 0.9299 0.3682

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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