Dam Break Analysis

[Anonymous]

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?

[sotiris]

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

[Robert]

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

[Author]

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