1992
DOI: 10.2136/sssaj1992.03615995005600050005x
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Simultaneous Transfer of Heat, Water, and Solute in Porous Media: II. Experiment and Analysis

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Cited by 51 publications
(28 citation statements)
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“…A coupled water and heat transport model based on the PDV theory adapted to include osmotic pressure effects and interfaced with a solute transport model was developed by Nassar and Horton [47]. Experimental results for non-isothermal study in 10 cm-long soil columns [48] were reasonably consistent with the general trend of calculated water content and temperature profiles, specially for experiments in which wet conditions prevailed with initial volumetric water content equal or above 0.11 m 3 /m 3 . However, for initial conditions that represented relatively dry soil conditions predictions of soil moisture content exceeded measured value significantly near the hot end of the column.…”
Section: Introductionmentioning
confidence: 67%
“…A coupled water and heat transport model based on the PDV theory adapted to include osmotic pressure effects and interfaced with a solute transport model was developed by Nassar and Horton [47]. Experimental results for non-isothermal study in 10 cm-long soil columns [48] were reasonably consistent with the general trend of calculated water content and temperature profiles, specially for experiments in which wet conditions prevailed with initial volumetric water content equal or above 0.11 m 3 /m 3 . However, for initial conditions that represented relatively dry soil conditions predictions of soil moisture content exceeded measured value significantly near the hot end of the column.…”
Section: Introductionmentioning
confidence: 67%
“…Very few detailed experimental observations of coupled transient heat and water transport in soils are available in literature; available data are scarce and incomplete, making it very difficult to test the proposed theories on coupled heat and water flow. Furthermore, most laboratory experiments use destructive sampling to determine soil water content distributions [e.g., Gurr et al , 1952; Rose , 1968; Nassar and Horton , 1989; Nassar et al , 1992; Prunty , 1992; Prunty and Horton , 1994; Bachmann et al , 2001; Prunty , 2003]. Destructive methods permit accurate gravimetric soil water content measurements but require the use of different samples at different temperatures, densities, etc., preventing the measurement of transient behavior on the same soil sample.…”
Section: Introductionmentioning
confidence: 99%
“…Because both of these heat coefficients were functions of moisture content, the non-linear distribution of soil temperature was probably associated with non-uniform distribution of soil moisture. Nassar and Horton (1989) and Nassar et al(1992a) presented their similar observation of non-linear shape of temperature distribution caused by changing soil water content along the column. And Nassar and Horton (1989) concluded that temperature deviations from linearity resulted from the dependence of soil thermal properties (volumetric heat capacity and thermal conductivity) upon soil water content.…”
Section: Resultsmentioning
confidence: 60%
“…Because field capacity equivalent (the water content at 1/3 bar soil-water pressure) of the soil sample in laboratory condition was 36.7%, it may be concluded that temperature gradient had little effect on soil moisture transport at equivalent field capacity. Gurr et al(1952) and Nassar et al(1992a;1996) concluded that water in dry soil moves from hot ends to cold ends mainly in the form of moisture vapor, condensing at the cold ends; driven by moisture potential gradient in the opposite direction, water moved in the liquid phase from the cold ends towards the hot ends. This bidirectional movement reached equilibrium after a certain period of time.…”
Section: Resultsmentioning
confidence: 99%
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