Welcome to the RAS Solution › Forums › HEC-RAS Help › Dam Breach – 20% channel

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  • February 10, 2015 at 2:45 pm #9064
    sotiris
    Participant

    Hi Robert,
    I have used empirical methods (regression equations) to compute the breach parameters, according to document TD-39. However the shape of my breach hydrograph is a bit strange. Could you give me a help? Thanks in advance

    April 17, 2015 at 2:53 am #9065
    bobd
    Participant

    Hello everyone. I did get this breach model to work. However, after putting in bridges below the dam, cannot get it to work at all. If anyone would like to take a look at this, have at it! it would be appreciated. Bob

    test.zip

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