Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties

Detalhes bibliográficos
Autor(a) principal: Seki, Katsutoshi
Data de Publicação: 2022
Outros Autores: Toride, Nobuo, Th. van Genuchten, Martinus [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1002/vzj2.20168
http://hdl.handle.net/11449/222911
Resumo: Closed-form expressions of the hydraulic conductivity function for linearly superposed subretention (multimodal) functions were derived for arbitrary sets of the Brooks and Corey (BC), van Genuchten (VG), and Kosugi (KO) water retention models. The generalized Mualem hydraulic conductivity model was evaluated using the mathematical approach of Priesack and Durner. Three types of modification to the multimodel were also proposed. Firstly, the derived conductivity equations can be simplified when the submodel parameters, (Formula presented.) for the BC model, (Formula presented.) for the VG model, and (Formula presented.) for the KO model have the same (common) value (denoted as CH). Secondly, as in the case of the modified single VG and KO models, a hypothetical air-entry head near saturation can be introduced for the multimodal VG and KO models to prevent unrealistic reductions in the hydraulic conductivity near saturation when the VG n parameter approaches its lower limit of n = 1. Furthermore, the multimodal hydraulic conductivity functions become a simple sum of conductivity subfunctions when the exponent r is unity (such as for Burdine's model), which leads to independent tortuosity effects for each submodel. The models are illustrated for two soils: a highly aggregated Kumamoto Andisol and a relatively unimodal dune sand. The dual-(BC, VG, KO) and the VG1BC2 models equally represented the water retention data of the Andisol, with similar hydraulic conductivity curves. The dual-BC-CH, dual-VG-CH, and VG1BC2-CH models fitted the water retention data of the dune sand well, with the hydraulic conductivity curves of the dual-porosity model being similar to those of the Fayer and Simmons (FS) model.
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spelling Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic propertiesClosed-form expressions of the hydraulic conductivity function for linearly superposed subretention (multimodal) functions were derived for arbitrary sets of the Brooks and Corey (BC), van Genuchten (VG), and Kosugi (KO) water retention models. The generalized Mualem hydraulic conductivity model was evaluated using the mathematical approach of Priesack and Durner. Three types of modification to the multimodel were also proposed. Firstly, the derived conductivity equations can be simplified when the submodel parameters, (Formula presented.) for the BC model, (Formula presented.) for the VG model, and (Formula presented.) for the KO model have the same (common) value (denoted as CH). Secondly, as in the case of the modified single VG and KO models, a hypothetical air-entry head near saturation can be introduced for the multimodal VG and KO models to prevent unrealistic reductions in the hydraulic conductivity near saturation when the VG n parameter approaches its lower limit of n = 1. Furthermore, the multimodal hydraulic conductivity functions become a simple sum of conductivity subfunctions when the exponent r is unity (such as for Burdine's model), which leads to independent tortuosity effects for each submodel. The models are illustrated for two soils: a highly aggregated Kumamoto Andisol and a relatively unimodal dune sand. The dual-(BC, VG, KO) and the VG1BC2 models equally represented the water retention data of the Andisol, with similar hydraulic conductivity curves. The dual-BC-CH, dual-VG-CH, and VG1BC2-CH models fitted the water retention data of the dune sand well, with the hydraulic conductivity curves of the dual-porosity model being similar to those of the Fayer and Simmons (FS) model.Natural Science Laboratory Toyo Univ., TokyoGraduate School of Bioresources Mie Univ., MieDep. of Earth Sciences Utrecht Univ.Center for Environmental Studies CEA São Paulo State Univ., São PauloCenter for Environmental Studies CEA São Paulo State Univ., São PauloToyo Univ.Mie Univ.Utrecht Univ.Universidade Estadual Paulista (UNESP)Seki, KatsutoshiToride, NobuoTh. van Genuchten, Martinus [UNESP]2022-04-28T19:47:34Z2022-04-28T19:47:34Z2022-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://dx.doi.org/10.1002/vzj2.20168Vadose Zone Journal, v. 21, n. 1, 2022.1539-1663http://hdl.handle.net/11449/22291110.1002/vzj2.201682-s2.0-85119828137Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengVadose Zone Journalinfo:eu-repo/semantics/openAccess2022-04-28T19:47:34Zoai:repositorio.unesp.br:11449/222911Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462022-04-28T19:47:34Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties
title Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties
spellingShingle Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties
Seki, Katsutoshi
title_short Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties
title_full Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties
title_fullStr Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties
title_full_unstemmed Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties
title_sort Closed-form hydraulic conductivity equations for multimodal unsaturated soil hydraulic properties
author Seki, Katsutoshi
author_facet Seki, Katsutoshi
Toride, Nobuo
Th. van Genuchten, Martinus [UNESP]
author_role author
author2 Toride, Nobuo
Th. van Genuchten, Martinus [UNESP]
author2_role author
author
dc.contributor.none.fl_str_mv Toyo Univ.
Mie Univ.
Utrecht Univ.
Universidade Estadual Paulista (UNESP)
dc.contributor.author.fl_str_mv Seki, Katsutoshi
Toride, Nobuo
Th. van Genuchten, Martinus [UNESP]
description Closed-form expressions of the hydraulic conductivity function for linearly superposed subretention (multimodal) functions were derived for arbitrary sets of the Brooks and Corey (BC), van Genuchten (VG), and Kosugi (KO) water retention models. The generalized Mualem hydraulic conductivity model was evaluated using the mathematical approach of Priesack and Durner. Three types of modification to the multimodel were also proposed. Firstly, the derived conductivity equations can be simplified when the submodel parameters, (Formula presented.) for the BC model, (Formula presented.) for the VG model, and (Formula presented.) for the KO model have the same (common) value (denoted as CH). Secondly, as in the case of the modified single VG and KO models, a hypothetical air-entry head near saturation can be introduced for the multimodal VG and KO models to prevent unrealistic reductions in the hydraulic conductivity near saturation when the VG n parameter approaches its lower limit of n = 1. Furthermore, the multimodal hydraulic conductivity functions become a simple sum of conductivity subfunctions when the exponent r is unity (such as for Burdine's model), which leads to independent tortuosity effects for each submodel. The models are illustrated for two soils: a highly aggregated Kumamoto Andisol and a relatively unimodal dune sand. The dual-(BC, VG, KO) and the VG1BC2 models equally represented the water retention data of the Andisol, with similar hydraulic conductivity curves. The dual-BC-CH, dual-VG-CH, and VG1BC2-CH models fitted the water retention data of the dune sand well, with the hydraulic conductivity curves of the dual-porosity model being similar to those of the Fayer and Simmons (FS) model.
publishDate 2022
dc.date.none.fl_str_mv 2022-04-28T19:47:34Z
2022-04-28T19:47:34Z
2022-01-01
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1002/vzj2.20168
Vadose Zone Journal, v. 21, n. 1, 2022.
1539-1663
http://hdl.handle.net/11449/222911
10.1002/vzj2.20168
2-s2.0-85119828137
url http://dx.doi.org/10.1002/vzj2.20168
http://hdl.handle.net/11449/222911
identifier_str_mv Vadose Zone Journal, v. 21, n. 1, 2022.
1539-1663
10.1002/vzj2.20168
2-s2.0-85119828137
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Vadose Zone Journal
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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