Hello scholars, first time here, I am working on the hydrodynamic-sediment module of delft 3d fm by myself, and I have encountered several problems in dealing with the sediment accumulation in the river section, and I would like to ask for help from experts around the world through this platform.
The questions are as follows: How to calculate the siltation of a river segment? I am trying to get the volume change to see if the section is siltation or scouring. But when exporting by observing the cross section, it is not clear what is the unit and formula of the flux for bedload output from the cross section.
Thank you very much for your reply.