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FLDWAV, friend or foe

Thread starter agnoli
Start date Mar 21, 2001

Status: Not open for further replies.

Mar 21, 2001

agnoli

Civil/Environmental

I was hoping that other hydraulic/hydrologic engineers out ther might provide some advice on entering a downstream reservoir in FLDWAV. Level-pool routing does not seem to be an option and to those of us raised on HEC models, adding cross-sections to create the depth volume relationship needed for dam failure analysis seems a bit rough for a small lake. Any advice would be helpful.