Hi everybody
I’m having problems with the following case, I try to explain as well as possible.
I have a simple case described in the following link (https://www.dropbox.com/s/c5jfnw2rvn3j5z1/EA2DTest6%20-%20May2010.pdf?dl=0).
I’ve developed the case drawing two 2D Flow Areas connected by a SA/2DFlow Area connection named “connessione” that represents the dam. (https://www.dropbox.com/s/rqa2b3w7jwrv5xg/Cattura.JPG?dl=0).
In according to the case 6A I need to set two differents initial water height for the two differents flow areas.
So my problem is: how could I describe the dam break in such a way that I have the instantaneos break?
Should I consider it like an embankment? If yes, how could I set the values?
Thank you for your interest
Stefano
