Coupled cellular automata for frozen soil processes

Heat and water movement in variably saturated freezing soils is a strongly coupled phenomenon. The coupling is a result of the effects of sub-zero temperature on soil water potential, heat carried by water moving under pressure gradients, and dependency of soil thermal and hydraulic properties on so...

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Main Authors: R. M. Nagare, P. Bhattacharya, J. Khanna, R. A. Schincariol
Format: Article
Language:English
Published: Copernicus Publications 2015-01-01
Series:SOIL
Online Access:http://www.soil-journal.net/1/103/2015/soil-1-103-2015.pdf
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spelling doaj-08c35fb7fc704943aa9ead892731a5422020-11-24T23:54:03ZengCopernicus PublicationsSOIL2199-39712199-398X2015-01-011110311610.5194/soil-1-103-2015Coupled cellular automata for frozen soil processesR. M. Nagare0P. Bhattacharya1J. Khanna2R. A. Schincariol3Department of Earth Sciences, The University of Western Ontario, London, CanadaDepartment of Geosciences, Princeton University, Princeton, USAAtmospheric and Oceanic Sciences, Princeton University, Princeton, USADepartment of Earth Sciences, The University of Western Ontario, London, CanadaHeat and water movement in variably saturated freezing soils is a strongly coupled phenomenon. The coupling is a result of the effects of sub-zero temperature on soil water potential, heat carried by water moving under pressure gradients, and dependency of soil thermal and hydraulic properties on soil water content. This study presents a one-dimensional cellular automata (direct solving) model to simulate coupled heat and water transport with phase change in variably saturated soils. The model is based on first-order mass and energy conservation principles. The water and energy fluxes are calculated using first-order empirical forms of Buckingham–Darcy's law and Fourier's heat law respectively. The liquid–ice phase change is handled by integrating along an experimentally determined soil freezing curve (unfrozen water content and temperature relationship) obviating the use of the apparent heat capacity term. This approach highlights a further subtle form of coupling in which heat carried by water perturbs the water content–temperature equilibrium and exchange energy flux is used to maintain the equilibrium rather than affect the temperature change. The model is successfully tested against analytical and experimental solutions. Setting up a highly non-linear coupled soil physics problem with a physically based approach provides intuitive insights into an otherwise complex phenomenon.http://www.soil-journal.net/1/103/2015/soil-1-103-2015.pdf
collection DOAJ
language English
format Article
sources DOAJ
author R. M. Nagare
P. Bhattacharya
J. Khanna
R. A. Schincariol
spellingShingle R. M. Nagare
P. Bhattacharya
J. Khanna
R. A. Schincariol
Coupled cellular automata for frozen soil processes
SOIL
author_facet R. M. Nagare
P. Bhattacharya
J. Khanna
R. A. Schincariol
author_sort R. M. Nagare
title Coupled cellular automata for frozen soil processes
title_short Coupled cellular automata for frozen soil processes
title_full Coupled cellular automata for frozen soil processes
title_fullStr Coupled cellular automata for frozen soil processes
title_full_unstemmed Coupled cellular automata for frozen soil processes
title_sort coupled cellular automata for frozen soil processes
publisher Copernicus Publications
series SOIL
issn 2199-3971
2199-398X
publishDate 2015-01-01
description Heat and water movement in variably saturated freezing soils is a strongly coupled phenomenon. The coupling is a result of the effects of sub-zero temperature on soil water potential, heat carried by water moving under pressure gradients, and dependency of soil thermal and hydraulic properties on soil water content. This study presents a one-dimensional cellular automata (direct solving) model to simulate coupled heat and water transport with phase change in variably saturated soils. The model is based on first-order mass and energy conservation principles. The water and energy fluxes are calculated using first-order empirical forms of Buckingham–Darcy's law and Fourier's heat law respectively. The liquid–ice phase change is handled by integrating along an experimentally determined soil freezing curve (unfrozen water content and temperature relationship) obviating the use of the apparent heat capacity term. This approach highlights a further subtle form of coupling in which heat carried by water perturbs the water content–temperature equilibrium and exchange energy flux is used to maintain the equilibrium rather than affect the temperature change. The model is successfully tested against analytical and experimental solutions. Setting up a highly non-linear coupled soil physics problem with a physically based approach provides intuitive insights into an otherwise complex phenomenon.
url http://www.soil-journal.net/1/103/2015/soil-1-103-2015.pdf
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