Abstract
Initial, boundary and constraint conditions are thoroughly discussed for flow, mass and heat transport. Required special formulations of boundary conditions refer to free-surface, seepage-face, surface ponding, integral, gradient-type, multi-layer well and outflow conditions. It is shown that a Neumann-type boundary condition of the divergence form of a transport equation is equivalent to a Cauchy-type boundary condition of its convective form, which easily allows to impose load conditions for mass and heat.
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Notes
- 1.
Note that a freshwater condition identical to zero (C kD = 0) is inappropriate in the present balance-based computation to differ between inward and outward directed advective (convective) fluxes. It can fail because the directional magnitude of \(Q_{n_{\mathit{kC}}}\) according to (6.64) is no more identifiable since \(Q_{n_{\mathit{kC}}} = 0 \equiv Q_{n_{\mathit{kC}}}^{\mathrm{min}_{1}} = 0\)! Accordingly, instead of zero it is recommended to use a numerically very small value for C kD .
References
Cornaton, F., Perrochet, P., Diersch, H.J.: A finite element formulation of the outlet gradient boundary condition for convective-diffusive transport problems. Int. J. Numer. Methods Eng. 61(15), 2716–2732 (2004)
Danckwerts, P.: Continuous flow systems: distribution of residence times. Chem. Eng. Sci. 2(1), 1–13 (1953)
Frind, E.: Solution of the advection-dispersion equation with free exit boundary. Numer. Methods Partial Differ. Equ. 4(4), 301–313 (1988)
Gresho, P., Sani, R.: Incompressible flow and the finite element method. Wiley, Chichester (1998)
Jourde, H., Cornaton, F., Pistre, S., Bidaux, P.: Flow behavior in a dual fracture network. J. Hydrol. 266(1–2), 99–119 (2002)
Lacombe, S., Sudicky, E., Frape, S., Unger, A.: Influence of leaky boreholes on cross-formational groundwater flow and contaminant transport. Water Resour. Res. 31(8), 1871–1882 (1995)
McCord, J.: Application of second-type boundaries in unsaturated flow modeling. Water Resour. Res. 27(12), 3257–3260 (1991)
Neuman, S., Witherspoon, P.: Analysis of nonsteady flow with a free surface using the finite element method. Water Resour. Res. 7(3), 611–623 (1971)
Sudicky, E., Unger, A., Lacombe, S.: A noniterative technique for the direct implementation of well bore boundary conditions in three-dimensional heterogeneous formations. Water Resour. Res. 31(2), 411–415 (1995)
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Diersch, HJ.G. (2014). Initial, Boundary and Constraint Conditions. In: FEFLOW. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-38739-5_6
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DOI: https://doi.org/10.1007/978-3-642-38739-5_6
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