Hello,
Can anyone help me how to account the outflow from 2D area back to the 1D river ? The inflow is clear, through lateral structure connected to the 2D flow area. However how to account the outflow of water of the same 2D flow area further downstream back to the 1D river?
I looked at the example data, Muncie, where is modelled 1D-2D scheme, and where the lateral structure goes all along the river reach and I foud that the water from 2D area is not getting back to the river donwnstream. If you will allow particle tracing the water is going is big circle in the 2D flow area.
Can anyone please tell me how to set the model so the water which flow to the 2D flow area upstream will leave the same 2D flow area later downstream back to the river?
Thank you very much!