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This document provides design specifications for a partially combined sewer system serving a population of 500 people. Based on the water consumption of 400 liters per capita per day and other factors, the peak sewage flow was calculated to be 0.0074 cubic meters per second. Using this peak flow value, the recommended design for the sewer is a diameter of 164.6 mm and a slope of 0.001910372 m.

Author

Arslan Khalid

Language

EN