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Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity of 2.5 fps. Assume that the minimum depth of the sewer below the street must be 8.5ft and that an n value of 0.013 is applicable. Sketch a profile drawing. (Note: The invert into manhole F must be 937 ft. Assume an invert drop of 0.2 ft across each manhole regardless of possible sewer diameter changes at each manhole, i.e., sewer pipes would not be connected crown-to-crown.) Assume that 8, 10, 12, 15, 18, 21-inch diameter pipes are commercially available

Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity of 2.5 fps. Assume that the minimum depth of the sewer below the street must be 8.5ft and that an n value of 0.013 is applicable. Sketch a profile drawing. (Note: The invert into manhole F must be 937 ft. Assume an invert drop of 0.2 ft across each manhole regardless of possible sewer diameter changes at each manhole, i.e., sewer pipes would not be connected crown-to-crown.) Assume that 8, 10, 12, 15, 18, 21-inch diameter pipes are commercially available

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 2.5 fps. Assume that the minimum depth of the sewer below the street must be 8.5ft and that an n value of 0.013 is applicable. Sketch a profile drawing. (Note: The invert into manhole F must be 937 ft. Assume an invert drop of 0.2 ft across each manhole regardless of possible sewer diameter changes at each manhole, i.e., sewer pipes would not be connected crown-to-crown.) Assume that 8, 10, 12, 15, 18, 21-inch diameter pipes are commercially available.

Manholes Distance between Flow Street elevations (gpm) At manholes (ft) 1200 A-978 1450 B-972 2200 C-964 2500 D-958 3000 E-954 Manholes (ft) | 180 A to B B to C C to D 300 450 D to E 300 E to F 400 F-949
Transcribed Image Text:Manholes Distance between Flow Street elevations (gpm) At manholes (ft) 1200 A-978 1450 B-972 2200 C-964 2500 D-958 3000 E-954 Manholes (ft) | 180 A to B B to C C to D 300 450 D to E 300 E to F 400 F-949
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