A Study on the Coupled Model of Hydrothermal-Salt for Saturated Freezing Salinized Soil

Water and heat interact in the process of freezing for the saturated soil. And for the salinized soil, water, heat, and salt interact in the freezing process, because salinized soil has soluble salt. In this paper, a one-dimensional mathematical coupled model of hydraulic-thermal-salt is established...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Mathematical problems in engineering 2017-01, Vol.2017 (2017), p.1-12
Hauptverfasser: Chen, Huie, Wang, Wenhua, Wang, Gang, Wang, Qing, Zhang, Xudong, Zhang, Zhongqiong
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 12
container_issue 2017
container_start_page 1
container_title Mathematical problems in engineering
container_volume 2017
creator Chen, Huie
Wang, Wenhua
Wang, Gang
Wang, Qing
Zhang, Xudong
Zhang, Zhongqiong
description Water and heat interact in the process of freezing for the saturated soil. And for the salinized soil, water, heat, and salt interact in the freezing process, because salinized soil has soluble salt. In this paper, a one-dimensional mathematical coupled model of hydraulic-thermal-salt is established. In the model, Darcy’s law, law of conservation of energy, and law of conservation of mass are applied to derive the equations. Consider that a saturated salinized soil column is subjected to the condition of freezing to model the moisture migration and salt transport. Both experiment and numerical simulation under the same condition are developed in the soil column. Then the moisture content and salt content between simulation and experiment are compared. The result indicates that simulation matches well with the experiment data, and after 96 hours, the temperature distribution becomes stable, freezing front reaches a stable position, and a lot of unfrozen water has time to migrate. Besides, the excess salt precipitates when the concentration is greater than the solubility, and the precipitation is distributed discontinuously. These results can provide reference for engineering geology and environmental engineering in cold region and saline soil area.
doi_str_mv 10.1155/2017/4918461
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_1893491737</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>4322113541</sourcerecordid><originalsourceid>FETCH-LOGICAL-c360t-87f1cb29c64f5d7020510dcfec3d5af33a1c6cf5d16fdf2aa70acbd1f4f5172c3</originalsourceid><addsrcrecordid>eNqF0M9LwzAUB_AgCs7pzbMEPGpdXtI07XEM54SJhyp6K1l-uI6umWmLdH-9GR149PQe7314D74IXQN5AOB8QgmISZxBGidwgkbAExZxiMVp6AmNI6Ds8xxdNM2GEAoc0hH6mOK87XSPXY3btcEz1-0qo_GL06bCzuJFr70LG7-VVZTLqsXWeZzLtvOyDXDujdmX9VcYVWVd7sMod2V1ic6srBpzdaxj9D5_fJstouXr0_NsuowUS0gbpcKCWtFMJbHlWhBKOBCtrFFMc2kZk6ASFVaQWG2plIJItdJgAwdBFRuj2-HuzrvvzjRtsXGdr8PLAtKMhTAEE0HdD0p51zTe2GLny630fQGkOERXHKIrjtEFfjfwdVlr-VP-p28GbYIxVv5pyAiPGfsFAMl3_g</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1893491737</pqid></control><display><type>article</type><title>A Study on the Coupled Model of Hydrothermal-Salt for Saturated Freezing Salinized Soil</title><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><source>Wiley-Blackwell Open Access Titles</source><source>Alma/SFX Local Collection</source><creator>Chen, Huie ; Wang, Wenhua ; Wang, Gang ; Wang, Qing ; Zhang, Xudong ; Zhang, Zhongqiong</creator><contributor>Brun, Michele</contributor><creatorcontrib>Chen, Huie ; Wang, Wenhua ; Wang, Gang ; Wang, Qing ; Zhang, Xudong ; Zhang, Zhongqiong ; Brun, Michele</creatorcontrib><description>Water and heat interact in the process of freezing for the saturated soil. And for the salinized soil, water, heat, and salt interact in the freezing process, because salinized soil has soluble salt. In this paper, a one-dimensional mathematical coupled model of hydraulic-thermal-salt is established. In the model, Darcy’s law, law of conservation of energy, and law of conservation of mass are applied to derive the equations. Consider that a saturated salinized soil column is subjected to the condition of freezing to model the moisture migration and salt transport. Both experiment and numerical simulation under the same condition are developed in the soil column. Then the moisture content and salt content between simulation and experiment are compared. The result indicates that simulation matches well with the experiment data, and after 96 hours, the temperature distribution becomes stable, freezing front reaches a stable position, and a lot of unfrozen water has time to migrate. Besides, the excess salt precipitates when the concentration is greater than the solubility, and the precipitation is distributed discontinuously. These results can provide reference for engineering geology and environmental engineering in cold region and saline soil area.</description><identifier>ISSN: 1024-123X</identifier><identifier>EISSN: 1563-5147</identifier><identifier>DOI: 10.1155/2017/4918461</identifier><language>eng</language><publisher>Cairo, Egypt: Hindawi Publishing Corporation</publisher><subject>Agricultural production ; Civil engineering ; Darcys law ; Energy conservation law ; Engineering geology ; Environmental engineering ; Experiments ; Freezing ; Moisture content ; Permeability ; Precipitates ; Precipitation ; Saline soils ; Saturated soils ; Soil conservation ; Soil moisture ; Soil water ; Temperature distribution</subject><ispartof>Mathematical problems in engineering, 2017-01, Vol.2017 (2017), p.1-12</ispartof><rights>Copyright © 2017 Xudong Zhang et al.</rights><rights>Copyright © 2017 Xudong Zhang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c360t-87f1cb29c64f5d7020510dcfec3d5af33a1c6cf5d16fdf2aa70acbd1f4f5172c3</citedby><cites>FETCH-LOGICAL-c360t-87f1cb29c64f5d7020510dcfec3d5af33a1c6cf5d16fdf2aa70acbd1f4f5172c3</cites><orcidid>0000-0002-0070-1726 ; 0000-0003-2004-8514 ; 0000-0002-1896-2860 ; 0000-0002-9958-4936 ; 0000-0001-8588-3065</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,778,782,27911,27912</link.rule.ids></links><search><contributor>Brun, Michele</contributor><creatorcontrib>Chen, Huie</creatorcontrib><creatorcontrib>Wang, Wenhua</creatorcontrib><creatorcontrib>Wang, Gang</creatorcontrib><creatorcontrib>Wang, Qing</creatorcontrib><creatorcontrib>Zhang, Xudong</creatorcontrib><creatorcontrib>Zhang, Zhongqiong</creatorcontrib><title>A Study on the Coupled Model of Hydrothermal-Salt for Saturated Freezing Salinized Soil</title><title>Mathematical problems in engineering</title><description>Water and heat interact in the process of freezing for the saturated soil. And for the salinized soil, water, heat, and salt interact in the freezing process, because salinized soil has soluble salt. In this paper, a one-dimensional mathematical coupled model of hydraulic-thermal-salt is established. In the model, Darcy’s law, law of conservation of energy, and law of conservation of mass are applied to derive the equations. Consider that a saturated salinized soil column is subjected to the condition of freezing to model the moisture migration and salt transport. Both experiment and numerical simulation under the same condition are developed in the soil column. Then the moisture content and salt content between simulation and experiment are compared. The result indicates that simulation matches well with the experiment data, and after 96 hours, the temperature distribution becomes stable, freezing front reaches a stable position, and a lot of unfrozen water has time to migrate. Besides, the excess salt precipitates when the concentration is greater than the solubility, and the precipitation is distributed discontinuously. These results can provide reference for engineering geology and environmental engineering in cold region and saline soil area.</description><subject>Agricultural production</subject><subject>Civil engineering</subject><subject>Darcys law</subject><subject>Energy conservation law</subject><subject>Engineering geology</subject><subject>Environmental engineering</subject><subject>Experiments</subject><subject>Freezing</subject><subject>Moisture content</subject><subject>Permeability</subject><subject>Precipitates</subject><subject>Precipitation</subject><subject>Saline soils</subject><subject>Saturated soils</subject><subject>Soil conservation</subject><subject>Soil moisture</subject><subject>Soil water</subject><subject>Temperature distribution</subject><issn>1024-123X</issn><issn>1563-5147</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><sourceid>RHX</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqF0M9LwzAUB_AgCs7pzbMEPGpdXtI07XEM54SJhyp6K1l-uI6umWmLdH-9GR149PQe7314D74IXQN5AOB8QgmISZxBGidwgkbAExZxiMVp6AmNI6Ds8xxdNM2GEAoc0hH6mOK87XSPXY3btcEz1-0qo_GL06bCzuJFr70LG7-VVZTLqsXWeZzLtvOyDXDujdmX9VcYVWVd7sMod2V1ic6srBpzdaxj9D5_fJstouXr0_NsuowUS0gbpcKCWtFMJbHlWhBKOBCtrFFMc2kZk6ASFVaQWG2plIJItdJgAwdBFRuj2-HuzrvvzjRtsXGdr8PLAtKMhTAEE0HdD0p51zTe2GLny630fQGkOERXHKIrjtEFfjfwdVlr-VP-p28GbYIxVv5pyAiPGfsFAMl3_g</recordid><startdate>20170101</startdate><enddate>20170101</enddate><creator>Chen, Huie</creator><creator>Wang, Wenhua</creator><creator>Wang, Gang</creator><creator>Wang, Qing</creator><creator>Zhang, Xudong</creator><creator>Zhang, Zhongqiong</creator><general>Hindawi Publishing Corporation</general><general>Hindawi</general><general>Hindawi Limited</general><scope>ADJCN</scope><scope>AHFXO</scope><scope>RHU</scope><scope>RHW</scope><scope>RHX</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ARAPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>CWDGH</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>JQ2</scope><scope>K7-</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>P5Z</scope><scope>P62</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0002-0070-1726</orcidid><orcidid>https://orcid.org/0000-0003-2004-8514</orcidid><orcidid>https://orcid.org/0000-0002-1896-2860</orcidid><orcidid>https://orcid.org/0000-0002-9958-4936</orcidid><orcidid>https://orcid.org/0000-0001-8588-3065</orcidid></search><sort><creationdate>20170101</creationdate><title>A Study on the Coupled Model of Hydrothermal-Salt for Saturated Freezing Salinized Soil</title><author>Chen, Huie ; Wang, Wenhua ; Wang, Gang ; Wang, Qing ; Zhang, Xudong ; Zhang, Zhongqiong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c360t-87f1cb29c64f5d7020510dcfec3d5af33a1c6cf5d16fdf2aa70acbd1f4f5172c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Agricultural production</topic><topic>Civil engineering</topic><topic>Darcys law</topic><topic>Energy conservation law</topic><topic>Engineering geology</topic><topic>Environmental engineering</topic><topic>Experiments</topic><topic>Freezing</topic><topic>Moisture content</topic><topic>Permeability</topic><topic>Precipitates</topic><topic>Precipitation</topic><topic>Saline soils</topic><topic>Saturated soils</topic><topic>Soil conservation</topic><topic>Soil moisture</topic><topic>Soil water</topic><topic>Temperature distribution</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chen, Huie</creatorcontrib><creatorcontrib>Wang, Wenhua</creatorcontrib><creatorcontrib>Wang, Gang</creatorcontrib><creatorcontrib>Wang, Qing</creatorcontrib><creatorcontrib>Zhang, Xudong</creatorcontrib><creatorcontrib>Zhang, Zhongqiong</creatorcontrib><collection>الدوريات العلمية والإحصائية - e-Marefa Academic and Statistical Periodicals</collection><collection>معرفة - المحتوى العربي الأكاديمي المتكامل - e-Marefa Academic Complete</collection><collection>Hindawi Publishing Complete</collection><collection>Hindawi Publishing Subscription Journals</collection><collection>Hindawi Publishing Open Access</collection><collection>CrossRef</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>Advanced Technologies &amp; Aerospace Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>Middle East &amp; Africa Database</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Computer Science Collection</collection><collection>Computer Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Advanced Technologies &amp; Aerospace Database</collection><collection>ProQuest Advanced Technologies &amp; Aerospace Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><jtitle>Mathematical problems in engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chen, Huie</au><au>Wang, Wenhua</au><au>Wang, Gang</au><au>Wang, Qing</au><au>Zhang, Xudong</au><au>Zhang, Zhongqiong</au><au>Brun, Michele</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Study on the Coupled Model of Hydrothermal-Salt for Saturated Freezing Salinized Soil</atitle><jtitle>Mathematical problems in engineering</jtitle><date>2017-01-01</date><risdate>2017</risdate><volume>2017</volume><issue>2017</issue><spage>1</spage><epage>12</epage><pages>1-12</pages><issn>1024-123X</issn><eissn>1563-5147</eissn><abstract>Water and heat interact in the process of freezing for the saturated soil. And for the salinized soil, water, heat, and salt interact in the freezing process, because salinized soil has soluble salt. In this paper, a one-dimensional mathematical coupled model of hydraulic-thermal-salt is established. In the model, Darcy’s law, law of conservation of energy, and law of conservation of mass are applied to derive the equations. Consider that a saturated salinized soil column is subjected to the condition of freezing to model the moisture migration and salt transport. Both experiment and numerical simulation under the same condition are developed in the soil column. Then the moisture content and salt content between simulation and experiment are compared. The result indicates that simulation matches well with the experiment data, and after 96 hours, the temperature distribution becomes stable, freezing front reaches a stable position, and a lot of unfrozen water has time to migrate. Besides, the excess salt precipitates when the concentration is greater than the solubility, and the precipitation is distributed discontinuously. These results can provide reference for engineering geology and environmental engineering in cold region and saline soil area.</abstract><cop>Cairo, Egypt</cop><pub>Hindawi Publishing Corporation</pub><doi>10.1155/2017/4918461</doi><tpages>12</tpages><orcidid>https://orcid.org/0000-0002-0070-1726</orcidid><orcidid>https://orcid.org/0000-0003-2004-8514</orcidid><orcidid>https://orcid.org/0000-0002-1896-2860</orcidid><orcidid>https://orcid.org/0000-0002-9958-4936</orcidid><orcidid>https://orcid.org/0000-0001-8588-3065</orcidid><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1024-123X
ispartof Mathematical problems in engineering, 2017-01, Vol.2017 (2017), p.1-12
issn 1024-123X
1563-5147
language eng
recordid cdi_proquest_journals_1893491737
source Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; Wiley-Blackwell Open Access Titles; Alma/SFX Local Collection
subjects Agricultural production
Civil engineering
Darcys law
Energy conservation law
Engineering geology
Environmental engineering
Experiments
Freezing
Moisture content
Permeability
Precipitates
Precipitation
Saline soils
Saturated soils
Soil conservation
Soil moisture
Soil water
Temperature distribution
title A Study on the Coupled Model of Hydrothermal-Salt for Saturated Freezing Salinized Soil
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-15T23%3A24%3A50IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20Study%20on%20the%20Coupled%20Model%20of%20Hydrothermal-Salt%20for%20Saturated%20Freezing%20Salinized%20Soil&rft.jtitle=Mathematical%20problems%20in%20engineering&rft.au=Chen,%20Huie&rft.date=2017-01-01&rft.volume=2017&rft.issue=2017&rft.spage=1&rft.epage=12&rft.pages=1-12&rft.issn=1024-123X&rft.eissn=1563-5147&rft_id=info:doi/10.1155/2017/4918461&rft_dat=%3Cproquest_cross%3E4322113541%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1893491737&rft_id=info:pmid/&rfr_iscdi=true