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This document summarizes the design of a 600mm drain in Durgapuram. It includes calculations of the catchment area (5.69 hectares), storm water runoff (257.14 liters/second), and sullage discharge (7.12 liters/second) for a total flow of 264.25 liters/second. It then calculates that a proposed trapezoidal drain section with a width of 0.6m+0.75m and depth of 0.9m would safely accommodate the total expected flow of 644.88 liters/second. Similarly, calculations show the existing drain with dimensions of 0.6m

Author

Seph Rjy

Language

EN