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What should be the diameter of sewer (in m) if it is designed to carry a discharge of 0.75 cumec running half full. Take manning's coefficient to be 0.016 and gradient of the pipe as 1 in 2500.

What should be the diameter of sewer (in m) if it is designed to carry a discharge of 0.75 cumec running half full. Take manning's coefficient to be 0.016 and gradient of the pipe as 1 in 2500.

Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
Problem 13P
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What should be the diameter of sewer (in m) if it is designed to carry a discharge of 0.75 cumec running half full. Take manning's coefficient to be 0.016 and gradient of the pipe as 1 in 2500.
Transcribed Image Text:What should be the diameter of sewer (in m) if it is designed to carry a discharge of 0.75 cumec running half full. Take manning's coefficient to be 0.016 and gradient of the pipe as 1 in 2500.
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