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Posted 7 years ago by Hugo Ninanya Geomechanics Engineer
Hi everyone!

I hope all is fine with you,

I wanted someone to answer a doubt. Currently, I am using discrete features in order to represent fractures, which can be in saturated or unsaturated condition. So, I didn't find any explanation about how to use these options: FEFLOW Problem Settings->Problem Class->Other Settings-> Unsaturated Discrete Features (Non-conductive, Fully conductive and smooth conductivity transition). Please, refer me any bibliography or tell me in which cases each one of these options could be used.

Many thanks.

Kind Regards,
Posted 7 years ago by Björn Kaiser
Documentation is provided here:
http://www.feflow.info/html/help71/feflow/mainpage.htm#t=08_ProblemSettings%2Fother_settings.html
http://www.feflow.info/html/help71/feflow/mainpage.htm#rhhlterm=discrete%20features&rhsyns=%20&t=09_Parameters%2FDFE%2Fdfe.htm
Posted 7 years ago by Hugo Ninanya Geomechanics Engineer
Many thanks Bjorn!
It was  very useful.
Regards

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