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Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity of 0.60 m/s (n = 0.013). Assume the minimum cover above the sewer pipe is 1.50 m. Sketch the sewer profile drawing. From MH A B C D E To MH B с D E F Pipe Data Distance between Manholes (m) 60 120 140 120 150 Flow (L/s) 75 90 110 160 200 ΜΗ A B с D E F Manhole Data Street elevations At manholes (m) 300 298 294 295 291 289

Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity of 0.60 m/s (n = 0.013). Assume the minimum cover above the sewer pipe is 1.50 m. Sketch the sewer profile drawing. From MH A B C D E To MH B с D E F Pipe Data Distance between Manholes (m) 60 120 140 120 150 Flow (L/s) 75 90 110 160 200 ΜΗ A B с D E F Manhole Data Street elevations At manholes (m) 300 298 294 295 291 289

Structural Analysis
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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Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity of 0.60 m/s (n = 0.013). Assume the minimum cover above the sewer pipe is 1.50 m. Sketch the sewer profile drawing. From MH A B C D E To MH B с D E F Pipe Data Distance between Manholes (m) 60 120 140 120 150 Flow (L/s) 75 90 110 160 200 ΜΗ A B C D E F Manhole Data Street elevations At manholes (m) 300 298 294 295 291 289
Transcribed Image Text:Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity of 0.60 m/s (n = 0.013). Assume the minimum cover above the sewer pipe is 1.50 m. Sketch the sewer profile drawing. From MH A B C D E To MH B с D E F Pipe Data Distance between Manholes (m) 60 120 140 120 150 Flow (L/s) 75 90 110 160 200 ΜΗ A B C D E F Manhole Data Street elevations At manholes (m) 300 298 294 295 291 289
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