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In 2D confined horizontal models you may use the hydraulic head to represent the water level. In 2D vertical/axisymmetric models you may use the 0 Pa-isoline for the pressure.
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I made a quick check by showing labels for the head isolines using FEFLOW 6.2 Patch 7 (January 2015). It works correctly in a Slice View, in a 3D View and in a Cross Section View. If you intend to visualize the labels, the [b]Off[/b] radio button must not be activated.
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You could use a 1st kind BC to represent the water level of the lake. Instead of assigning the 1st kind BC around the lake, I suggest to assign the BC to the entire area (surface) of the lake.
You may also think about adopting a 3rd kind BC to account for clogging at the interface between the surface water and the groundwater.
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Usually, geological layers differ in physical rock properties (e.g. hydraulic conductivity). You could plot the hydraulic conductivity to visually discriminate different geological layers.
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The in-transfer rate and out-transfer rate associated with the Mass-Transfer BC (Cauchy) can be considered as a leaching parameter, which constrain the mass flux through the boundary.
If the transfer-rate = 0, the boundary is impervious. In contrast, if the transfer-rate is very large, the Cauchy BC is reduced to a mass-concentration BC (Dirichlet).
If you consider the thickness d for the leaching body and apply Ficks’s law the transfer-rate for the mass Phi=D/d, where D is the molecular diffusion.
Essentially, that’s the same principle like the transfer for groundwater Phi(fluid)=k/d.
Classical examples are flow over a salt dome with a diffusive input component of the mass (e.g. HYDROCOIN)
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Hi Heraklit,
The resulting unit is not entirely correct: [m²] * [m/d] * [g/m³] = [g/d]
Björn
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The diagonal in the matrix must not be <= 0. There are several possible reasons for negative entries along the principal diagonal of the matrix.
1. Strong contrasts in material properties of adjacent elements. Try to refine the mesh horizontally/vertically.
2. Topological errors of the mesh as triggered inconsistent input data (e.g. overlapping elements/element edges, wrong numeration of the nodes).
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Yes, that's possible. The OpenLoop plug-in can be used for applying a concentration differential in mg/l. The module support thermohaline (heat and mass transport) simulations and multi-species mass transport..
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You may use the Subdomain Boundary Rate Budget Panel or Subdomain Boundary Period Budget Panel.
These panels provide the possibility to accurately calculate fluid, mass and heat flows across model-internal subdomain boundaries. The subdomain boundary can be the entire outer boundary of an element selection, or an arbitrary part of it.
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Regarding your property zones, I suggest to make the element selections in a Slice View. You may either select manually or you may [b]Select by Map Polygon[/b] (Selection Toolbar).
After you selected the elements copy the selection to all other layers you wish to have the same zone by using the [b]Copy Selection to Slices/Layers[/b] (Selection Toolbar).
Repeat these steps for all other layers separately, which have different parameter zones.
Regarding the other two questions, you may represent open-pit mines by using inactive elements. Faults may be represented either by Discrete Feature (DF’s) or by a full discretization.