[M.Rafiei]

Hi there
I want to remodel the deposition of bidisperse sediment in flume with the Flow3D (version 10) sediment and scour model, which was modeled as a test case in Flow Science Technical Note TN-85.

For Case D in this technical note ( which case has equal proportions of fine and coarse sediment), I don't know where I should define the proportion of sediments in the Flow 3D v.10.?

Moreover, I want to know what value I should specify for suspended sediment concentration of fine and coarse sediment in initial condition, for example at mentioned case?

Any body can help me?

thank you.