|December 6, 2004, 06:38||
Transport modelling of concentration in ponds
I am trying to model the transport of rhodamine concetration in waste stabilisation ponds. I have used the "user defined scalar" and have included the convective term. My inlet boundary conditions are inlet velocity and specified scalar value of 1.
Outlet boundary conditions are pressure outlet of 0 value with scalar value of 0. I have not included the source term.
The results are not what I am expecting. Can anyone help how I can overcome my problem.
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