• Re: Time-dependent functions in equation editor

    There are two types of equations in FEFLOW: those used for the assignment and those, which will dynamically be evaluated through the model run. In the case of boundary conditions, the expressions are only supported for assignments (before the model run). As soon as you click the buttom "Assign" the expression is evaluated and longer no more.
    The second case of dynamic expression is supported for several material propeties. This is an option implemented in one of the latest release. The overview of parameters supported is below:

    http://www.feflow.info/html/help74/feflow/09_Parameters/user_defined_equations.html

    For your specific question, the easiest manner to control the boundary is via a simple Python function, which can be stored in the FEM file and call it through the run. The Support team (mike.de@dhigroup.com) could give you some hints about the usage.

    Cheers
    Carlos Rivera
  • Re: cant select post calibration monte carlo

    Probably the current FePEST is missing some results. Typically, you will require to have a Jacobian matrix (*.jco file) computed from an Estimation run.

    Regards, Carlos Rivera
  • Re: time series data in user data element

    Yes, this is technically possible. You can create an elemental distribution and link this to a specific parameter, e.g. In/out-flow on top/bottom. There are two manners to do this task: 1) using FEFLOW Expression Editor and/or 2) Python function.

    Carlos
  • Re: when use 3D mesh smoothing

    Dear Emilia,

    The 3D mesh smooth option is mainy intented for 3D unstructured meshes. If you are having a mesh with prisms, I would recommend you to use "2D Mesh Smooth (with X-Y inheritance in 3D".

    Best regards
    Carlos Rivera
  • Re: Mesh Quality by Jacobian Ratio

    Hi Jimmy,

    You have several options depending on the type of domain (2D / 3D) and mesh (quad, triangular, prism, tetrahedra, etc.). All these are available through the Data panel under the section "Auxiliary parameters".

    Cheers
    Carlos
  • Re: FEFLOW-MIKE 21 vs MIKE SHE?

    Hi swhit

    The answer really depends on the application case. In the case of M21 - FEFLOW coupling, you provide a framework for fully-hydrodynamical coupling. MIKE 21 FM is responsible to solve the 2D hydraulic and send this feedback to FEFLOW. A typical application would be the assessment of flooding events and their interaction with groundwater. Coupling supports mass and heat transport also.
    In the case of MSHE - FEFLOW, MSHE looks the problem at the catchment hydrology and supports information not available in FEFLOW, e.g. role of land-use and vegetation in the net recharge estimation, etc. A common application is to estimate groundwater recharge through MSHE and this includes all hydrological cycle. Subsequently such information can be used in a detailed groundwater model in FEFLOW.
    We have applied several coupling mechanisms in multiple projects. Let me know if you need more details.

    Regards
    Carlos Rivera

  • Re: FePest Invalid argument pass

    Hi Jimmy,
    Unfortunately, the error message is not very clear. Maybe you are trying to assign a parameter type unsupported by PEST. I would recommend you to get in touch with the technical support (mike.de@dhigroup.com). They can investigate the problem deeply and give you a solution.

    Best regards
    Carlos Rivera
  • Re: Issue in defining multilayer using IfmSetMultiLayerWellAttrValue Function

    Hi,

    You can use the following script to understand the syntaxis with MLW.

        ## Define Boundary Conditions for Flow
        # NoBC = 0
        # Dirichlet (1st kind) =1
        # Neumann (2nd kind) = 2
        # Cauchy (3rd kind) = 3
        # Single well (4th kind) = 4
        # Gradient-type (only for unsaturated problems) = 5
        BcFlowType = 4

        #Load documents
        doc=ifm.loadDocument(FEM_FILE)

        #Print all Multilayer Well attributes
        for nNode in range(0,doc.getNumberOfNodes()):

            if doc.getBcFlowType(nNode) == BcFlowType:
                if doc.queryMultiLayerWellInfo(nNode) == None:
                    print(Normal Well BC found")
                else:
                    MLWInfo=doc.queryMultiLayerWellInfo(nNode)
                    # Print MLW ID, Name, Top Elevation, Bottom Elevation, Top Node, Bottom Node
                    print(MLWInfo.getId(), MLWInfo.getName(), MLWInfo.getTopElevation(),
                        MLWInfo.getBottomElevation(), MLWInfo.getTopNode(), MLWInfo.getBottomNode())
  • Re: Import error in FEFLOW Pluging

    Hi Jimmy,

    The FEFLOW IFM package (both C++ and Python) comes together with the FEFLOW installation. Also FEFLOW should create environmental variables, which makes easy to load the IFM module in your Python script.
    You should simply need to write "import ifm" in your script to load the FEFLOW Python package.

    Regards
    Carlos
  • Re: Elevation from smesh files ?

    Hi Christian,

    Unfortunately, the workflow is unsupported. The workaround is to copy the X,Y,Z information (typically starting after the second row from the file) to a *.dat file.

    Cheers
    Carlos