2017
DOI: 10.1016/j.coldregions.2017.08.002
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Simultaneous measurement of unfrozen water content and hydraulic conductivity of partially frozen soil near 0 °C

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Cited by 56 publications
(31 citation statements)
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“…Both in the summer and winter, the evaporation was higher at shallow WTDs than at deep WTDs, but otherwise did not differ between the seasons. Although the evaporation was very low during the freezing period, and the ice in the soil blocked the flow of liquid water (Watanabe & Osada, ; Yu et al, ), soil moisture accumulated in the topsoil layer in the form of ice. This was caused by both the gradient of pressure head and soil ice content (Hansson et al, ), leading to increased evaporation during thawing.…”
Section: Resultsmentioning
confidence: 99%
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“…Both in the summer and winter, the evaporation was higher at shallow WTDs than at deep WTDs, but otherwise did not differ between the seasons. Although the evaporation was very low during the freezing period, and the ice in the soil blocked the flow of liquid water (Watanabe & Osada, ; Yu et al, ), soil moisture accumulated in the topsoil layer in the form of ice. This was caused by both the gradient of pressure head and soil ice content (Hansson et al, ), leading to increased evaporation during thawing.…”
Section: Resultsmentioning
confidence: 99%
“…The comparison of cumulative evaporation in the summer (from July 1 to September 30, 2016) and winter (November 1, 2016, to March 14, 2017) is shown in (Watanabe & Osada, 2017;Yu et al, 2018), soil moisture accumulated in the topsoil layer in the form of ice. This was caused by both the gradient of pressure head and soil ice content (Hansson et al, 2004), leading to increased evaporation during thawing.…”
Section: Comparison Of Summer and Winter Evaporationmentioning
confidence: 99%
“…When parameterizing the soil freezing function, often a residual or minimum water content limit is set (McKenzie et al, 2007; Shojae Ghias et al, 2018) that prevents the soil from freezing completely. Readers are directed to Watanabe and Osada (2016), Watanabe and Osada (2017), and Teng, Kou, Yan, Zhang, and Sheng (2020) for examples of laboratory measurements of different soils as well as Kurylyk and Watanabe (2013) and Amiri, Craig, and Kurylyk (2018) for a more detailed description of soil freezing curves. The Permeability Function determines the permeability based on the liquid water saturation. As the ice saturation increases (i.e., during freezing) and/or when the water saturation decreases due to draining, the permeability will decrease by up to several orders of magnitude.…”
Section: Governing Equations and Characteristic Functionsmentioning
confidence: 99%
“…In freezing soil, unsaturated hydraulic conductivity decreased with the unfrozen water content; this has been directly linked to negative soil temperature [30]. Soil profiles with lower negative temperature have less liquid water content and unsaturated hydraulic conductivity [31][32][33]. Although vapor diffusion flux through the evaporation front was influenced by the soil-water potential gradient and soil temperature gradient in the soil profile in P2, the unsaturated hydraulic conductivity below the evaporation front continued to impact soil water movement [34][35][36].…”
Section: The Source Of Water Loss In the Sand-layered Soil Columnsmentioning
confidence: 99%