Numerical Modeling of Heat and Mass Transport with Inner Heat Exchange in Unsaturated Porous Media

Article Preview

Abstract:

We are focused to the numerical modelling of heat, contaminant and water transport in unsaturated porous media in 3D. The heat exchange between water and porous media matrix is taken into the account. The determination of heat energy transmission coefficient and matrix heat conductivity is solved by means of inverse problem methods. The mathematical model represents the conservation of heat, contaminant and water mass balance. It is expressed by coupled non-linear system of parabolic-elliptic equations. Mathematical model for water transport in unsaturated porous media is represented by Richard's type equation. Heat transport by water includes water flux, molecular diffusion and dispersion. A successful experiment scenario is suggested to determine the required parameters including heat transmission and matrix heat conductivity coefficients. Additionally we investigate contaminant transport with heat transmission and contaminant adsorption. The obtained experiments support our method suitable for solution of direct and inverse problems. This problem we have discussed previously in 1D model, but preferential streamlines in 1D thin tubes shadow accurate results in determination of required parameters. In our presented setting we consider a cylindrical sample which is suitable in laboratory experiments for inverse problems.

You might also be interested in these eBooks

Info:

Periodical:

Diffusion Foundations (Volume 27)

Pages:

166-176

Citation:

Online since:

May 2020

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2020 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] J. Bear, A. H.­D. Cheng: Modeling Groundwater Flow and Contaminant Transport (Springer 2010, V.23).

Google Scholar

[2] J. Šimunek, M. Šejna, H. Saito, M. Sakai, M. Th. van Genuchten: The Hydrus­1D Software Pack­ age for Simulating the Movement of Water (Heat, and Multiple Solutes in Variably Saturated Media, 2013).

Google Scholar

[3] M.T. Van Genuchten: A closed­form equation for predicting the hydraulic conductivity of unsat­ urated soils (Soil science society of American Journal, vol 44, (1980), p.892­898).

Google Scholar

[4] M. A. Celia, Z. Bouloutas: A general mass­conservative numerical solution for the unsaturated flow equation (Water Resour. Res. 26 (1990), p.1483­1496).

DOI: 10.1029/wr026i007p01483

Google Scholar

[5] J. Kačur, P. Mihala, M. Tóth: Determination of soil parameters in hydraulic flow model for porous media (International journal of mechanics, Vol. 11, (2017), p.36­42).

Google Scholar

[6] J. Kačur, J. Minár: A benchmark solution for infiltration and adsorption of polluted water into unsaturated­saturated porous media (Transport in porous media, vol. 97, (2013), p.223­239).

DOI: 10.1007/s11242-012-0119-5

Google Scholar

[7] T. L. Bergman, A. S. Lavine, F. P. Incropera, D. P. Dewitt: Fundamentals of heat and mass transfer (John Wiley and Sons, 7th edition, (2011), ISBN 13 978­0470­50197­9).

Google Scholar

[8] M. G. Crandal, A. Majda: The method of fractional steps for conservation laws (Numer. Math. 34:285­314. 1980).

Google Scholar