Dear Noah,
thanks for your post. Please find below the answers to your questions.
>Question 1.
>In conlit.f, there is 'qbor%adr(i)%p%r(k)'
>and I use it to apply time-varying solid discharge.
>but I wonder its unit is m2/s or m3/s.
>It is difficult to me because there is no significant value of solid discharge >in result file.
QBOR is the resulting (or total) solid discharge on the boundary, expressed in m3/s
>Question 2.
>I can't understand exactly about Keyword EQUILIBRIUM INFLOW CONCENTRATION.
>Should I check it 'yes' to get rid of evolution in inlet?
>I don't want any scour in inlet boundary.
EQUILIBRIUM INFLOW CONCENTRATION
Allows to impose the equilibrium concentration for a boundary at t=0 based on the Fredsoe formula for non-cohesive sediments. Be careful, this is associated to suspended sediments!
>Question 3.
>In spite of imposed solid discharge, I can't see any change at the whole >domain after inlet. I think these values do not spread.
>Is there any option to effect whole domain?
Strange...if you are imposing a sediment discharge which is not in equilibrium with your system, you should see some changements of your bathymetry.
I hope it helps,
Pablo