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  1. JoshuaDOC

    HydroCAD Piping Failure and dam breach analysis

    Thank you for your prompt response as usual Mr. Smart; I would like to be able to model a progressive failure which begins with a seepage pipe. Essentially seepage and weeping progressing to a trapezoidal failure from the bottom up. I hope that made it a bit more clear. Thanks for your help.
  2. JoshuaDOC

    HydroCAD Piping Failure and dam breach analysis

    Good evening. I am doing a dam breach analysis on a small earthen berm farm pond. Very shallow and very old with a long shallow approach to the weir. The regulator is asking that I model a sunny day breach (as would be typical) by piping failure. I have modeled the breach using 150% of the 100...

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