Reply To: Slanted bottom level

[Seyyed Mahmoud Mousavi]

Hello again and happy holidays!

I could run a 2-D simulation of water wave propagations (from the left wall to the right wall of the channel) in my computational domain (as shown in the first picture of this topic). This computation, took approximately 1 day to be completed. Subsequently, I wanted to include the discharge of a flow into my domain as well (from right to left) together with the wave propagation (as in the previous model). Everything else remained similar to the previous model (the model with only wave propagation). However, this time, the simulation is taking more than 5 days, where the simulation has been interrupted in day 6th (I don't know yet why it collapsed). My primary question is that, is it logical (does it make sense) that including a discharge of a flow into my other end side of the BC, should cause increasing the computational costs from one day to more than 5 days?

 

Thanks!