A population of 30,000 is a residing town having an area of 60 hectres if the average coefficient runo off for this area is 0.6,the time of concentration of design is 30mnt.
Calculate the discharge for which the sewer of preparation of combined system will be designed for the town. Assuming that the water supply from which works at an average rate per capita is 120 liters/day/person.
Assuming 80% of water supply is used as sewage.
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A population of 30,000 is a residing town having an area of 60 hectres if the average coefficient runo off for this area is 0.6,the time of concentration of design is 30mnt.
Calculate the discharge for which the sewer of preparation of combined system will be designed for the town. Assuming that the water supply from which works at an average rate per capita is 120 liters/day/person.
Assuming 80% of water supply is used as sewage
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