Hi,
Can anyone help? I'm trying to simulate the injection of a known volume of water, with a known concentration of salinity (40 000 mg/l) into the model. I can therefore calculate the mass flux in g/d. This suggests I should be able to use a 4th kind mass boundary condition, as the units of g/d agree with the units used here (mg/l x m^3/d). I tried combining a 4th kind mass and a 4th kind flow boundary, so I had specified mass injected and volume injected, but the results of the budget analyser did not agree with the mass I was trying to inject.
The other suggestion I've had is to use a 4th kind flow boundary to inject the water and combine it with a 1st kind mass boundary (for concentration). The problem here is that there is also significant lateral flow in the slice. The budget analyser shows a mass flux in from both a 1st and a 4th kind boundary, but only the 1st kind boundaries were for mass, the 4th kind were for flow, so I don't really understand the output, or how to properly ensure that only the realistic mass flux can enter the model at the location of the injection well....? ! ? ??? ???
Any help would be greatly appreciated as I'm getting pretty confused about how to do this!
Cheers very much,
Gemma