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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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.
MH1
MH2
MH3
MH4
MH5
MH6
A2 =
32 acres
A3 =
30 acres
A1 = 226 acres
inches, Capacity
flow velocity
Diameter =
cfs,
Slope =
ft/s.
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