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.
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...
