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Identifying the dominant mode of moisture transport during drying of unsaturated soils
Diffusion of capillary water and water vapor during moisture loss in an unsaturated soil is impeded by the chemical and geometrical interactions between water molecules/vapor and the soil structure. A reduction in moisture content contracts the diffuse and adsorbed water layers in the partly saturat...
Autores principales: | , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2020
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7063045/ https://www.ncbi.nlm.nih.gov/pubmed/32152371 http://dx.doi.org/10.1038/s41598-020-61302-w |
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author | Rao, Sudhakar M. Rekapalli, Monica |
author_facet | Rao, Sudhakar M. Rekapalli, Monica |
author_sort | Rao, Sudhakar M. |
collection | PubMed |
description | Diffusion of capillary water and water vapor during moisture loss in an unsaturated soil is impeded by the chemical and geometrical interactions between water molecules/vapor and the soil structure. A reduction in moisture content contracts the diffuse and adsorbed water layers in the partly saturated soil and disturbs the connected capillary network for flow of liquid water. With further drying, the dry soil layer expands and moisture is predominantly lost as vapor through continuous air-flow channels. The water-filled capillary network and air-filled channels are moisture conduits during different stages of soil drying. It is important to identify zones of dominant moisture transport and to select appropriate tortuosity equations for correct prediction of moisture flux. Laboratory experiments were performed to determine moisture flux from compacted soil specimens at environmental relative humidity of 33, 76 and 97% respectively. Analysis of the resultant τ - θ (tortuosity - volumetric water content) relations, illustrated the existence of a critical water content (θ(cr)), that delineates the dominant zones of capillary liquid flow and vapor diffusion. At critical water content, the pore-size occupied by the capillary water is governed by the generated soil suction. Generalized equations are proposed to predict tortuosity factor in zones of dominant capillary liquid flow and vapor transport over a wide range of relative humidity (33 to 97%). |
format | Online Article Text |
id | pubmed-7063045 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2020 |
publisher | Nature Publishing Group UK |
record_format | MEDLINE/PubMed |
spelling | pubmed-70630452020-03-18 Identifying the dominant mode of moisture transport during drying of unsaturated soils Rao, Sudhakar M. Rekapalli, Monica Sci Rep Article Diffusion of capillary water and water vapor during moisture loss in an unsaturated soil is impeded by the chemical and geometrical interactions between water molecules/vapor and the soil structure. A reduction in moisture content contracts the diffuse and adsorbed water layers in the partly saturated soil and disturbs the connected capillary network for flow of liquid water. With further drying, the dry soil layer expands and moisture is predominantly lost as vapor through continuous air-flow channels. The water-filled capillary network and air-filled channels are moisture conduits during different stages of soil drying. It is important to identify zones of dominant moisture transport and to select appropriate tortuosity equations for correct prediction of moisture flux. Laboratory experiments were performed to determine moisture flux from compacted soil specimens at environmental relative humidity of 33, 76 and 97% respectively. Analysis of the resultant τ - θ (tortuosity - volumetric water content) relations, illustrated the existence of a critical water content (θ(cr)), that delineates the dominant zones of capillary liquid flow and vapor diffusion. At critical water content, the pore-size occupied by the capillary water is governed by the generated soil suction. Generalized equations are proposed to predict tortuosity factor in zones of dominant capillary liquid flow and vapor transport over a wide range of relative humidity (33 to 97%). Nature Publishing Group UK 2020-03-09 /pmc/articles/PMC7063045/ /pubmed/32152371 http://dx.doi.org/10.1038/s41598-020-61302-w Text en © The Author(s) 2020 Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons license, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons license and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this license, visit http://creativecommons.org/licenses/by/4.0/. |
spellingShingle | Article Rao, Sudhakar M. Rekapalli, Monica Identifying the dominant mode of moisture transport during drying of unsaturated soils |
title | Identifying the dominant mode of moisture transport during drying of unsaturated soils |
title_full | Identifying the dominant mode of moisture transport during drying of unsaturated soils |
title_fullStr | Identifying the dominant mode of moisture transport during drying of unsaturated soils |
title_full_unstemmed | Identifying the dominant mode of moisture transport during drying of unsaturated soils |
title_short | Identifying the dominant mode of moisture transport during drying of unsaturated soils |
title_sort | identifying the dominant mode of moisture transport during drying of unsaturated soils |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7063045/ https://www.ncbi.nlm.nih.gov/pubmed/32152371 http://dx.doi.org/10.1038/s41598-020-61302-w |
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