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Thread: Modelling SUDs in ICM

  1. July 29, 2013, 01:06 AM #1
    Jane1980
    Jane1980 is offline
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    Modelling SUDs in ICM

    I am attempting to model a swale using a conduit in ICM. Can anyone provide guidance on sensible base and side coefficient values?
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  2. July 30, 2013, 12:59 AM #2
    Lei
    Lei is offline
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    The hydraulic performance in a swale is highly different to a conduit. If you use IWCS i would not be surprised that a conduit might be utilised to represent a swale. However in ICM i suggest that you do not model a swale using a conduit which isn't appropriate. Would suggest you to build the swale using 2D element with direct rainfall, releveant roughness and infiltration zones. good luck.
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