User Forum of Software BASEMENT

ingridsenn

User

Registered: 2016-11-28

Posts: 10

culverts and bridges

Hi everyone,

what options, in geometry input or computational model, can you suggest to model pressurized flow in culverts or under bridges?
I understand that I might integrate this into the computational model by using an inner boundary - however, is this a good idea if the focus of the simulation lies on that culvert itself (analysis of weak points in the system)? what other possibilities do I have to model the culvert when using BASEchain?

Thanks,
Ingrid