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  • 2D in 3D

    Hello,

    Which is the change in my results when I change a 2D model into 3D?

    Cheers
  • Postprocess

    can somebody tell me how I can make leave my results load in various stages in files dac directly without having has to do it one by one?
    Thank's
  • Thermal expansion coefficient

    Hello,

    I like to knouw how to assign or modify a thermal expansion coefficient in Feflow 5.2?

    Cheers.
  • Re: Unsaturated zone

    Thanks.
    Another question: how to verify the total volumetric heat capacity of the porous environment?

  • Unsaturated zone

    Hi,
    Does Feflow allow taking into account an unsaturated zone by more than 20 m of thickness?
    Thanks.
  • Re: aquifer recharge


    Zebra, Juliette,

    Thank you for these explanations, as Juliette I used the second solution(power function) and  that walks well!
    Once again thank you
  • aquifer recharge

    Hello,

    I would like to know how to impose a one month recharge per year during several years.
    Thank you
  • Vertical 2D problem with 2nd kind of BC

    Hello,

    I have problems below to solve:

    1)For a vertical 2D problem with a free surface, which best the model(Genuchten or linear) to model the unsaturated zone?
    2) to simulate  infiltration I imposed a 2nd kind of BC condition  but I see that flows are not uniform during the simulation. why?
    3) to calculate total flow entering my model, I must multiply the value given by the budjet analyzer by the depth of my aquifer?

    Thank you in advance for your answers!
     



  • Re: Help me please

    To calculate the total flow entered the model, I must multiplie the value given by the budjet analyzer by the depth of the aquifer?
  • Re: Help me please

    Hello, Thank you zebra for your answer.
    I have two other problem to solve:
    1)For a vertical 2D problem with a free surface, which best the model(Genuchten or linear) to model the unsaturated zone?
    2) to simulate  infiltration I imposed a 2nd kind of BC condition  but I see that flows are not uniform during the simulation. why?
    Thank you in advance for your answers!