Design a sanitary sewer to serve a population of 5,000 people, if the average water consumption is 400 liters per capita per day (lpcd). How many extra persons can be served if the slope is doubled? Using "n" value of 0.013 in the Manning's formula & the return flow as 70%. Check the minimum self-cleaning velocity. Neglect infiltration & inflow?
Design a sanitary sewer to serve a population of 5,000 people, if the average water consumption is 400 liters per capita per day (lpcd). How many extra persons can be served if the slope is doubled? Using "n" value of 0.013 in the Manning's formula & the return flow as 70%. Check the minimum self-cleaning velocity. Neglect infiltration & inflow?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a sanitary sewer to serve a population of
5,000 people, if the average water consumption
is 400 liters per capita per day (lpcd). How many
extra persons can be served if the slope is
doubled? Using "n" value of 0.013 in the
Manning's formula & the return flow as 70%.
Check the minimum self-cleaning velocity.
Neglect infiltration & inflow?
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