Hi,
I wanted to model a weir in a river. All the relevant data are uploaded in the zip file.
I have two cases with each having an inflow and outflow boundary conditions and a weir defined as an island in between(case one) and two separate mesh(case two). The inflow is hydrograph with constant discharge of 6 m3/s after 30minutes. The outflow BC is constant WSP of 48.8m.
One can see the water flow through the upstream of weirs but never reach downstream sides in the results.
However if I increase the Outflow BC to fictive value (e.g. 50m), first this water enters the mesh and reach the weirs downstream sides and the weir flow is activated.
(This can be seen clearly in the results of velocity.)
If I want to model it with a Stage Discharge Curve no water enters the mesh from outflow BC and
the weirs never get activated and no flow occurs.
Can you please explain why the water does not flow from Weirs upstream to downstream in above cases.
Kind Regards
Sandip