Skip to main content

Initial, Boundary and Constraint Conditions

  • Chapter
  • First Online:
FEFLOW
  • 4637 Accesses

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.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 229.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 299.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 299.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Notes

  1. 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

  1. 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)

    Article  Google Scholar 

  2. Danckwerts, P.: Continuous flow systems: distribution of residence times. Chem. Eng. Sci. 2(1), 1–13 (1953)

    Article  Google Scholar 

  3. Frind, E.: Solution of the advection-dispersion equation with free exit boundary. Numer. Methods Partial Differ. Equ. 4(4), 301–313 (1988)

    Article  Google Scholar 

  4. Gresho, P., Sani, R.: Incompressible flow and the finite element method. Wiley, Chichester (1998)

    Google Scholar 

  5. Jourde, H., Cornaton, F., Pistre, S., Bidaux, P.: Flow behavior in a dual fracture network. J. Hydrol. 266(1–2), 99–119 (2002)

    Article  Google Scholar 

  6. 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)

    Article  Google Scholar 

  7. McCord, J.: Application of second-type boundaries in unsaturated flow modeling. Water Resour. Res. 27(12), 3257–3260 (1991)

    Article  Google Scholar 

  8. 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)

    Article  Google Scholar 

  9. 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)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

Copyright information

© 2014 Springer-Verlag Berlin Heidelberg

About this chapter

Cite this chapter

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

Download citation

Publish with us

Policies and ethics