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Chapter 6 Storm Sewer

Chapter 6 Storm Sewer

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integrity and hydraulic capacity using the Rational Method. 5. Velocity: The design velocity for storm sewers shall be between 3 to 10 feet per second. This velocity is calculated using Manning’s equation, under full flow conditions even if the pipe is only flowing partially full with the design storm. The minimum slope required to

  Design, Hydraulic, Full, Sewer, Partially, Partially full

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