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 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 Depth 0.31 0.35 0.37 0.39 0.40 0.42 Proportionate Velocity 0.7901 0.8430 0.8675 0.8909 0.9022 0.9299 Proportionate Discharge 0.2086 0.2629 0.2981 0.3217 0.3370 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 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 Depth 0.31 0.35 0.37 0.39 0.40 0.42 Proportionate Velocity 0.7901 0.8430 0.8675 0.8909 0.9022 0.9299 Proportionate Discharge 0.2086 0.2629 0.2981 0.3217 0.3370 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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