Transport in Porous Media

Omid Dashtpour; Hooman Fallah

doi:doi:10.11648/j.ogce.20130101.11

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Transport in Porous Media

Omid Dashtpour, Hooman Fallah

Published in International Journal of Oil, Gas and Coal Engineering (Volume 1, Issue 1)

Received: 24 June 2013 Published: 10 July 2013

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Abstract

Transport through porous medium occurs in numerous processes of environmental, chemical, petroleum and civil engineering. A lot of investigations have been done in order to understand the mechanisms of the transport of particulate suspension flow through porous medium. Transport of particulate suspensions and colloids in porous media is accompanied by particle capture and consequent permeability decline. In general, deep bed filtration studies have been conducted to analyse the mechanism involved in the processes of capturing and retaining particles occurs throughout the entire depth of the filter and not just on the filter surface. In this work, the steady-state transport equation is presented and the solution to the complete advective-dispersion equation for particulate suspension flow has been derived for the case of a constant filter coefficient. This model includes transport parameters which are particle advective velocity and particle longitudinal dispersion coefficient. This theoretical investigation of the transport of particles flowing in porous media is limited to flows with low Reynolds number (linear and laminar flow) and high Peclet number.

Published in	International Journal of Oil, Gas and Coal Engineering (Volume 1, Issue 1)
DOI	10.11648/j.ogce.20130101.11
Page(s)	1-6
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2013. Published by Science Publishing Group

Keywords

Porous Media, Particle Advective Velocity, Longitudinal Dispersion Coefficient, Filter Coefficient

References

[1]	R. Farajzadeh, "An Experimental Investigation into Internal Filtration and External Cake Build Up," MSc. thesis, Delft University of Technology (2004).
[2]	C.G. Enfield., G. Bengtsson., "Macromolecular Transport of Hydrophobic Contaminants in Aqueous Environments", Ground Water, Vol.26, No.1, 1988, pp. 64-70.
[3]	E. A. DiMarzio., C. M. Guttman, "Separation By Flow", Macromolecules, Vol. 3, No. 2, 1970, pp. 131-146.
[4]	J.P. Herzig, , D.M. Leclerc, P. Le Goff, "Flow of suspension through porous media –application to deep filtration" J. Ind. Eng. Chem. 65(5), 8-35 (1970).
[5]	J.E. Houseworth, "Longitudinal Dispersion in Nonuniform, Isotropic Porous Media," Ph.D. Thesis, W.M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Report No. KH-R-45, (1984).
[6]	Foppen, J.W.A., Schijven, J.F "Evaluation of data from the literature on the transport and survival of Escherichia coil in aquifers under saturated conditions," J.Water Res. 40,401-426 (2006).
[7]	J.F. Schijven, S.M. Hassanizadeh, "Removal of viruses by soil passage: overview of modeling processes, and parameters," Crit. Rev. Environ. Sci. Technol. 30(1), 49-127 (2000).
[8]	T. Iwasaki, "Some notes on sand filtration," Water Works Ass. 1591-1602, 1937.

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APA Style

Omid Dashtpour, Hooman Fallah. (2013). Transport in Porous Media. International Journal of Oil, Gas and Coal Engineering, 1(1), 1-6. https://doi.org/10.11648/j.ogce.20130101.11

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ACS Style

Omid Dashtpour; Hooman Fallah. Transport in Porous Media. Int. J. Oil Gas Coal Eng. 2013, 1(1), 1-6. doi: 10.11648/j.ogce.20130101.11

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AMA Style

Omid Dashtpour, Hooman Fallah. Transport in Porous Media. Int J Oil Gas Coal Eng. 2013;1(1):1-6. doi: 10.11648/j.ogce.20130101.11

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@article{10.11648/j.ogce.20130101.11,
  author = {Omid Dashtpour and Hooman Fallah},
  title = {Transport in Porous Media},
  journal = {International Journal of Oil, Gas and Coal Engineering},
  volume = {1},
  number = {1},
  pages = {1-6},
  doi = {10.11648/j.ogce.20130101.11},
  url = {https://doi.org/10.11648/j.ogce.20130101.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ogce.20130101.11},
  abstract = {Transport through porous medium occurs in numerous processes of environmental, chemical, petroleum and civil engineering. A lot of investigations have been done in order to understand the mechanisms of the transport of particulate suspension flow through porous medium. Transport of particulate suspensions and colloids in porous media is accompanied by particle capture and consequent permeability decline. In general, deep bed filtration studies have been conducted to analyse the mechanism involved in the processes of capturing and retaining particles occurs throughout the entire depth of the filter and not just on the filter surface. In this work, the steady-state transport equation is presented and the solution to the complete advective-dispersion equation for particulate suspension flow has been derived for the case of a constant filter coefficient. This model includes transport parameters which are particle advective velocity and particle longitudinal dispersion coefficient. This theoretical investigation of the transport of particles flowing in porous media is limited to flows with low Reynolds number (linear and laminar flow) and high Peclet number.},
 year = {2013}
}

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TY  - JOUR
T1  - Transport in Porous Media
AU  - Omid Dashtpour
AU  - Hooman Fallah
Y1  - 2013/07/10
PY  - 2013
N1  - https://doi.org/10.11648/j.ogce.20130101.11
DO  - 10.11648/j.ogce.20130101.11
T2  - International Journal of Oil, Gas and Coal Engineering
JF  - International Journal of Oil, Gas and Coal Engineering
JO  - International Journal of Oil, Gas and Coal Engineering
SP  - 1
EP  - 6
PB  - Science Publishing Group
SN  - 2376-7677
UR  - https://doi.org/10.11648/j.ogce.20130101.11
AB  - Transport through porous medium occurs in numerous processes of environmental, chemical, petroleum and civil engineering. A lot of investigations have been done in order to understand the mechanisms of the transport of particulate suspension flow through porous medium. Transport of particulate suspensions and colloids in porous media is accompanied by particle capture and consequent permeability decline. In general, deep bed filtration studies have been conducted to analyse the mechanism involved in the processes of capturing and retaining particles occurs throughout the entire depth of the filter and not just on the filter surface. In this work, the steady-state transport equation is presented and the solution to the complete advective-dispersion equation for particulate suspension flow has been derived for the case of a constant filter coefficient. This model includes transport parameters which are particle advective velocity and particle longitudinal dispersion coefficient. This theoretical investigation of the transport of particles flowing in porous media is limited to flows with low Reynolds number (linear and laminar flow) and high Peclet number.
VL  - 1
IS  - 1
ER  -

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Author Information

Omid Dashtpour

National Iranian oil company (NIOC), National Iranian Drilling Company (NIDC), Iran
Hooman Fallah

Islamic Azad University, Firoozabad Branch, Firoozabad, Iran

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Plain Text BibTeX RIS

APA Style

Omid Dashtpour, Hooman Fallah. (2013). Transport in Porous Media. International Journal of Oil, Gas and Coal Engineering, 1(1), 1-6. https://doi.org/10.11648/j.ogce.20130101.11

Copy | Download

ACS Style

Omid Dashtpour; Hooman Fallah. Transport in Porous Media. Int. J. Oil Gas Coal Eng. 2013, 1(1), 1-6. doi: 10.11648/j.ogce.20130101.11

Copy | Download

AMA Style

Omid Dashtpour, Hooman Fallah. Transport in Porous Media. Int J Oil Gas Coal Eng. 2013;1(1):1-6. doi: 10.11648/j.ogce.20130101.11

Copy | Download

@article{10.11648/j.ogce.20130101.11,
  author = {Omid Dashtpour and Hooman Fallah},
  title = {Transport in Porous Media},
  journal = {International Journal of Oil, Gas and Coal Engineering},
  volume = {1},
  number = {1},
  pages = {1-6},
  doi = {10.11648/j.ogce.20130101.11},
  url = {https://doi.org/10.11648/j.ogce.20130101.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ogce.20130101.11},
  abstract = {Transport through porous medium occurs in numerous processes of environmental, chemical, petroleum and civil engineering. A lot of investigations have been done in order to understand the mechanisms of the transport of particulate suspension flow through porous medium. Transport of particulate suspensions and colloids in porous media is accompanied by particle capture and consequent permeability decline. In general, deep bed filtration studies have been conducted to analyse the mechanism involved in the processes of capturing and retaining particles occurs throughout the entire depth of the filter and not just on the filter surface. In this work, the steady-state transport equation is presented and the solution to the complete advective-dispersion equation for particulate suspension flow has been derived for the case of a constant filter coefficient. This model includes transport parameters which are particle advective velocity and particle longitudinal dispersion coefficient. This theoretical investigation of the transport of particles flowing in porous media is limited to flows with low Reynolds number (linear and laminar flow) and high Peclet number.},
 year = {2013}
}

Copy | Download

TY  - JOUR
T1  - Transport in Porous Media
AU  - Omid Dashtpour
AU  - Hooman Fallah
Y1  - 2013/07/10
PY  - 2013
N1  - https://doi.org/10.11648/j.ogce.20130101.11
DO  - 10.11648/j.ogce.20130101.11
T2  - International Journal of Oil, Gas and Coal Engineering
JF  - International Journal of Oil, Gas and Coal Engineering
JO  - International Journal of Oil, Gas and Coal Engineering
SP  - 1
EP  - 6
PB  - Science Publishing Group
SN  - 2376-7677
UR  - https://doi.org/10.11648/j.ogce.20130101.11
AB  - Transport through porous medium occurs in numerous processes of environmental, chemical, petroleum and civil engineering. A lot of investigations have been done in order to understand the mechanisms of the transport of particulate suspension flow through porous medium. Transport of particulate suspensions and colloids in porous media is accompanied by particle capture and consequent permeability decline. In general, deep bed filtration studies have been conducted to analyse the mechanism involved in the processes of capturing and retaining particles occurs throughout the entire depth of the filter and not just on the filter surface. In this work, the steady-state transport equation is presented and the solution to the complete advective-dispersion equation for particulate suspension flow has been derived for the case of a constant filter coefficient. This model includes transport parameters which are particle advective velocity and particle longitudinal dispersion coefficient. This theoretical investigation of the transport of particles flowing in porous media is limited to flows with low Reynolds number (linear and laminar flow) and high Peclet number.
VL  - 1
IS  - 1
ER  -

Copy | Download