Hello,
I am creating a 1D/2D model involving large 2D areas and multiple river reaches. The model uses DSS files for River Station flow input, but seems to repeat them. What I mean by this is a flow hydrograph or lateral inflow, with the river station immediately downstream using a uniform lateral hydrograph with the same flow data. Is there a purpose to this? What’s the rule on boundary conditions? Is it better to use a uniform BC along the reach, a lateral structure upstream, or both like they employed?
Any help or insight would be greatly appreciated!
Thanks,
Joe