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How can we improve Stormwater, Sewer & Flood modeling offerings?

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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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  • Nicolas commented  ·   ·  Report

    I agree. I don't understand why this is available in SWMM and not in ICM.

  • Gregory Smith commented  ·   ·  Report

    I agree, this is a shortcoming to ICM. Additionally a vertical rectangular orifice would be useful in modelling real world pits.

  • ROBERT.DICKINSON commented  ·   ·  Report

    I will mention that in SWMM software you can have a bottom orifice.

Storm Sewer & Flood Modeling: Hydraulics

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