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  1. olga01

    Retention Basin

    I need help to design a retention basing for an area 212,920 sq ft (4.89 acres)with a building of 24,000 sq ft located in the center of the lot. the coeeficient of runoff is 0.95 and i'm using a intensity of 2.85 I can use the Rational Method or other metohd for my volume calculations? Thanks...

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