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Type: Posts; User: Pascale Duteriez

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  1. Hi, Have you tried to represent the canal...

    Hi,
    Have you tried to represent the canal within the 2D model, as you first did, and apply level conditions at its extremities so that the initial volume won't drain out ?
  2. Do you really need to modell these drop kerbs so...

    Do you really need to modell these drop kerbs so precisely ? I'd say it depends on the area of your 2D zone. You may wanna make your model to precise and to complex. I agree with Duncan and Kristian...
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    I forgot : you'll find the RTC editor in the...

    I forgot : you'll find the RTC editor in the Windows menu

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    Hi, I guess there is no RTC group in ICM. The...

    Hi,
    I guess there is no RTC group in ICM. The RTC is directly included in each network. I tried this and it seems to work :
    - go back to IWCS, right click on your RTC data and chosse "export to...
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    Hi, I've been experiencing the same issue with...

    Hi,
    I've been experiencing the same issue with a model using several mesh zones, building polygons as voids, roughness polygons and porous walls. To solve this problem I've tried and generate the...
  6. I'd say the time distribution of your storm data...

    I'd say the time distribution of your storm data should be smaller than the concentration time of your catchments. 30-min and 1 hour may be ok for large rural catchments but considering you're...
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