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Posted Mon, 26 Feb 2018 13:02:15 GMT 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 Tue, 27 Feb 2018 17:04:13 GMT 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 Tue, 27 Feb 2018 18:10:38 GMT by Hugo Ninanya Geomechanics Engineer
Many thanks Bjorn!
It was  very useful.
Regards

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