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Storm Sewer & Flood Modeling

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  1. bottom opening

    Beside an upstanding vertical orrifice, it would be practical to be able to implement horizontal 'bottom holes' from one node to an underlaying node. e.g when a ditch can drain to an underlying conduit by means of a bottom opening. This might be a more straight forward implementation then the weir circumference workround method which is now often used. if possible both circular and rectangular.

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    ON ROADMAP  ·  3 comments  ·  Hydraulics  ·  Admin →

Storm Sewer & Flood Modeling

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