Design a sanitary sewer from MH 5 to MH 6. Show your steps to get full score. Given: 100 gallons/capita-day with a peak factor of 2; 4 persons per dwelling unit; 5 dwelling units per gross acre; Vitrified clay pipe, Manning's n = 0.015; Minimum flow velocity of 2.0 fps; Note: 1 million gallons/day = 1.55 cfs.

Design a sanitary sewer from MH 5 to MH 6. Show your steps to get full score. Given: 100 gallons/capita-day with a peak factor of 2; 4 persons per dwelling unit; 5 dwelling units per gross acre; Vitrified clay pipe, Manning's n = 0.015; Minimum flow velocity of 2.0 fps; Note: 1 million gallons/day = 1.55 cfs.

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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hydrology engineering
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Subject water resource