Welcome to the RAS Solution › Forums › HEC-RAS Help › Dam Break Analysis

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  • February 8, 2015 at 11:30 pm #5694
    Anonymous
    Guest

    I have modeled storage area, inline structure and downstream river reach in HEC-RAS for dam break analysis. After giving the boundary conditions, the model was run. But it is showing some stability problem. Discharges have negative values. I am not able to run the model because of stability problem. Can anyone suggest me what could be the problem?

    February 10, 2015 at 2:31 pm #9099
    sotiris
    Participant

    I also have some stability problems with a dam break case. I also am a bit confused about the dam break hydrograph that is produced. Can someone help? Thanks in advance

    February 17, 2015 at 2:23 am #9100
    Robert
    Participant

    Hi

    I could help with your problem, but you have to send me printscreen or the betst is all project by debug report (Hec-RAS-File)

    Regards!
    Robert

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