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Dispersion parameters for undisturbed partially saturated soil.

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Dispersion parameters for undisturbed partially saturated soil. / Beven, Keith J.; Henderson, D. Ed; Reeves, Alison D.
In: Journal of Hydrology, Vol. 143, No. 1-2, 1993, p. 19-44.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Harvard

Beven, KJ, Henderson, DE & Reeves, AD 1993, 'Dispersion parameters for undisturbed partially saturated soil.', Journal of Hydrology, vol. 143, no. 1-2, pp. 19-44. https://doi.org/10.1016/0022-1694(93)90087-P

APA

Beven, K. J., Henderson, D. E., & Reeves, A. D. (1993). Dispersion parameters for undisturbed partially saturated soil. Journal of Hydrology, 143(1-2), 19-44. https://doi.org/10.1016/0022-1694(93)90087-P

Vancouver

Beven KJ, Henderson DE, Reeves AD. Dispersion parameters for undisturbed partially saturated soil. Journal of Hydrology. 1993;143(1-2):19-44. doi: 10.1016/0022-1694(93)90087-P

Author

Beven, Keith J. ; Henderson, D. Ed ; Reeves, Alison D. / Dispersion parameters for undisturbed partially saturated soil. In: Journal of Hydrology. 1993 ; Vol. 143, No. 1-2. pp. 19-44.

Bibtex

@article{afa22258c7484aaf87241a831fe14492,
title = "Dispersion parameters for undisturbed partially saturated soil.",
abstract = "The advection-dispersion equation (ADE) does not necessarily provide a good description of solute transport in undisturbed soil cores and field plots, as a result of heterogeneities in pore water velocities related to variability in soil hydraulic properties, and non-equilibrium preferential flow and {\textquoteleft}immobile{\textquoteright} pore water effects. However, it is often used as a functional description of solute transport and this paper reviews the results of applying the ADE to undisturbed soil core and field plot experiments. Very wide ranges of dispersion coefficients and dispersivities have been found. Information available on the spatial variability of the solute transport parameters is also reviewed and suggests that local dispersion parameters may commonly be log normally distributed.",
author = "Beven, {Keith J.} and Henderson, {D. Ed} and Reeves, {Alison D.}",
year = "1993",
doi = "10.1016/0022-1694(93)90087-P",
language = "English",
volume = "143",
pages = "19--44",
journal = "Journal of Hydrology",
publisher = "Elsevier Science B.V.",
number = "1-2",

}

RIS

TY - JOUR

T1 - Dispersion parameters for undisturbed partially saturated soil.

AU - Beven, Keith J.

AU - Henderson, D. Ed

AU - Reeves, Alison D.

PY - 1993

Y1 - 1993

N2 - The advection-dispersion equation (ADE) does not necessarily provide a good description of solute transport in undisturbed soil cores and field plots, as a result of heterogeneities in pore water velocities related to variability in soil hydraulic properties, and non-equilibrium preferential flow and ‘immobile’ pore water effects. However, it is often used as a functional description of solute transport and this paper reviews the results of applying the ADE to undisturbed soil core and field plot experiments. Very wide ranges of dispersion coefficients and dispersivities have been found. Information available on the spatial variability of the solute transport parameters is also reviewed and suggests that local dispersion parameters may commonly be log normally distributed.

AB - The advection-dispersion equation (ADE) does not necessarily provide a good description of solute transport in undisturbed soil cores and field plots, as a result of heterogeneities in pore water velocities related to variability in soil hydraulic properties, and non-equilibrium preferential flow and ‘immobile’ pore water effects. However, it is often used as a functional description of solute transport and this paper reviews the results of applying the ADE to undisturbed soil core and field plot experiments. Very wide ranges of dispersion coefficients and dispersivities have been found. Information available on the spatial variability of the solute transport parameters is also reviewed and suggests that local dispersion parameters may commonly be log normally distributed.

U2 - 10.1016/0022-1694(93)90087-P

DO - 10.1016/0022-1694(93)90087-P

M3 - Journal article

VL - 143

SP - 19

EP - 44

JO - Journal of Hydrology

JF - Journal of Hydrology

IS - 1-2

ER -