Hello everyone,
I am trying to simulate a dam break due to piping but I do not know if there are regression models for this type of failure, apart from Froehlich 1995 and 2008. Could someone give me some hints? Thanks in advance
Hi Robert,
I have used empirical methods (regression equations) to compute the breach parameters, according to document TD-39. However the shape of my breach hydrograph is a bit strange. Could you give me a help? Thanks in advance
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