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Re: Help, about the simulation of seawater-freashwater interface
Thanks for your reply. There are 6 model layers, the 1-2 layer near the coastal area is repsented as constant head/mass transport boundary condition. And the other part of the model at the upper boundary is represented as flux boundary.
The meida is hetergeneous. Steady flow/steady transport model is applied. It is found that different hydrogeology parameters will produce different salt-freash water interface. Sometimes the interface at the bottom is towards the sea, which is different from the knowledge of its real location. -
Help, about the simulation of seawater-freashwater interface
Hi
Recently, I finished a 3D density-dependent groundwater flow and mass trasport model near coastal areas by using FEFLOW software. There is confined aquifer underlying the sea boundary. Now the results about groundwater flow system is good, but the simulated interface between groundwater and sea water is very different with the common knowledge. Normally, the interface at the bottom is towards the fresh water, but the interface in my results is towards sea water. I am not sure the results. Can any one give me a comment?
I have detailed modelling results, but here, I cannot attach it. It's grateful that we can disucss it with E_Mail.
Thanks!
Hook