Hi Carlo,
Thanks for the respond,
Regarding my work,I'm working with highly heterogeneous, fractured, about 5000sqkm area, 6 layer model.I calibrated the model several times to understand the influence of changing boundary conditions because of the the groundwater dynamics of the area is not well understood.
I used Feflow 6.1 (PEST- pilot point) earlier and I could calibrate the model accurately (perfectly with groundwater heads) although It took very long time for inversion. After releasing the Feflow 6.2 last December,I started to use FePEST. I have access Server and with the aid of BEOPEST parallel processing, the calibration is very fast. But,objective function start to not to fall down and calibration stops without achieving good fit.However ,Fepest 6.1 gives best mach for the same model and I'm fully satisfied with the results.Actually,I have followed the calibration procedure more than 500 times with different boundary conditions.
I do not need any calibration regularization method at this moment,I use only initial parameter,Upper-lower levels only for the Hydraulic conductivity calibration.Logically,As I think,If I use manual calibration, fepest 6.1 ,or fepest 6.2 to get the parameters and the parameters fits to manage observed heads with modelled heads,It does not have any effect on final results.
Earlier,I thought new FePEST uses regularization method in default setup to adjust and have smooth distribution without bumpy appearance of conductivity in space.
Please let me know the suggestions.
Thanks