convergence in SEEP/W version 4.24

[ClrBrazil]

I'm learning to work with SEEP/W, and I'm having problems in seeking for good convergence parameters for a transient analysis.
Even when I'm working with non-coarse soils.
This is a simple problem of infiltration in a soil with a hydrostatic suction profile (it reaches more than 100 kPa on surface).
Are there someone who knows How really work with convergence parameters? or where I could find some ext to help.
I have to know cleary what is the influence of functions (condutivity and Vol. water content on convergence parameters.
I've already read the complet Geoslope Site and SEEP/W's Help .

thank's

ClrBrazil

 

[jdmm]

Try e-mailing the Geoslope people directly. I have found them to be very helpful on the phone.