Numerical simulation of water flow in tile and mole drainage systems

•Three drainage systems combining tile, mole drains and gravel trenches were evaluated.•Numerical simulation experiments were performed for heavy clay soil using HYDRUS 2D/3D.•Adding mole drains to tile drains and gravel trenches reduced surface runoff by 75%.•Mole drains addition to tile with grave...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Agricultural water management 2014-12, Vol.146, p.105-114
Hauptverfasser: Filipović, Vilim, Mallmann, Fábio Joel Kochem, Coquet, Yves, Šimůnek, Jirka
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 114
container_issue
container_start_page 105
container_title Agricultural water management
container_volume 146
creator Filipović, Vilim
Mallmann, Fábio Joel Kochem
Coquet, Yves
Šimůnek, Jirka
description •Three drainage systems combining tile, mole drains and gravel trenches were evaluated.•Numerical simulation experiments were performed for heavy clay soil using HYDRUS 2D/3D.•Adding mole drains to tile drains and gravel trenches reduced surface runoff by 75%.•Mole drains addition to tile with gravel trenches allows 40% larger tile drain spacing. Tile drainage systems are sometimes not sufficient to provide favorable unsaturated conditions in the rootzone. These drainage systems then need to be supplemented with an additional high conductivity material in the trenches above the tiles or by implementing mole drainage. The HYDRUS (2D/3D) model was used to evaluate the impact of such additional measures for heavy clay soil. Three types of drainage systems were simulated: (i) tile drains, (ii) tile drains with gravel trenches, and (iii) tile drains with gravel trenches and mole drains, using either two-dimensional (the former two systems) or three-dimensional (the latter one) transport domains. Three scenarios were considered to test the efficiency of each system: (i) time to drain an initially saturated system, (ii) high intensity rainfall, and (iii) a real case scenario. Different horizontal spacings between tile drains with or without gravel trenches were also compared with the system which included mole drainage. The results showed that the drainage system that included mole drains and gravel trenches was the most efficient. This system provided the largest drainage rate, was the first to reach steady-state in the time to drain scenario, and also efficiently reduced surface runoff. Adding mole drains to a system with tile drains and gravel trenches resulted in a large reduction of surface runoff (75%). Simulations showed that the spacing of tile drains with or without gravel trenches would have to be 40% or 55% smaller, respectively, in order to reproduce the same water table levels as those observed for the drainage system with mole drains. Therefore, introducing mole drains in drainage systems is an efficient practice for reducing waterlogging and runoff.
doi_str_mv 10.1016/j.agwat.2014.07.020
format Article
fullrecord <record><control><sourceid>proquest_hal_p</sourceid><recordid>TN_cdi_hal_primary_oai_HAL_insu_01090175v1</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0378377414002194</els_id><sourcerecordid>1685770510</sourcerecordid><originalsourceid>FETCH-LOGICAL-c479t-4fafba27a75465a19b24436816f5e0d466590b7b4a991064080591eb66a753743</originalsourceid><addsrcrecordid>eNqNkU9v1DAQxS0EEkvhE3DxBQkhJYzjP-McOFQFWqQVXOBsTRKneJXExU5a9dvj7VY9Ik4zh997M3qPsbcCagHCfDzUdH1Ha92AUDVgDQ08YzthUVZNY-VztgOJtpKI6iV7lfMBABQo3LHP37fZp9DTxHOYt4nWEBceR17sfOLjFO94WPgaJs9pGfgcyzIkCgtde57v8-rn_Jq9GGnK_s3jPGO_vn75eXFV7X9cfrs431e9wnat1EhjRw0SamU0ibZrlJLGCjNqD4MyRrfQYaeobQUYBRZ0K3xnTFFIVPKMfTj5_qbJ3aQwU7p3kYK7Ot-7sOTNgYAWBOpbUeD3J_gmxT-bz6ubQ-79NNHi45adMFYjghbwHygaqY22TUHlCe1TzDn58ekPAe7YhTu4hy7csQsH6EoXRfXu8QDlEvWYaOlDfpI21mor8ch9OnG-pHgbfHK5D37p_RCS71c3xPDPO38BASmdSQ</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1676356582</pqid></control><display><type>article</type><title>Numerical simulation of water flow in tile and mole drainage systems</title><source>Elsevier ScienceDirect Journals</source><creator>Filipović, Vilim ; Mallmann, Fábio Joel Kochem ; Coquet, Yves ; Šimůnek, Jirka</creator><creatorcontrib>Filipović, Vilim ; Mallmann, Fábio Joel Kochem ; Coquet, Yves ; Šimůnek, Jirka</creatorcontrib><description>•Three drainage systems combining tile, mole drains and gravel trenches were evaluated.•Numerical simulation experiments were performed for heavy clay soil using HYDRUS 2D/3D.•Adding mole drains to tile drains and gravel trenches reduced surface runoff by 75%.•Mole drains addition to tile with gravel trenches allows 40% larger tile drain spacing. Tile drainage systems are sometimes not sufficient to provide favorable unsaturated conditions in the rootzone. These drainage systems then need to be supplemented with an additional high conductivity material in the trenches above the tiles or by implementing mole drainage. The HYDRUS (2D/3D) model was used to evaluate the impact of such additional measures for heavy clay soil. Three types of drainage systems were simulated: (i) tile drains, (ii) tile drains with gravel trenches, and (iii) tile drains with gravel trenches and mole drains, using either two-dimensional (the former two systems) or three-dimensional (the latter one) transport domains. Three scenarios were considered to test the efficiency of each system: (i) time to drain an initially saturated system, (ii) high intensity rainfall, and (iii) a real case scenario. Different horizontal spacings between tile drains with or without gravel trenches were also compared with the system which included mole drainage. The results showed that the drainage system that included mole drains and gravel trenches was the most efficient. This system provided the largest drainage rate, was the first to reach steady-state in the time to drain scenario, and also efficiently reduced surface runoff. Adding mole drains to a system with tile drains and gravel trenches resulted in a large reduction of surface runoff (75%). Simulations showed that the spacing of tile drains with or without gravel trenches would have to be 40% or 55% smaller, respectively, in order to reproduce the same water table levels as those observed for the drainage system with mole drains. Therefore, introducing mole drains in drainage systems is an efficient practice for reducing waterlogging and runoff.</description><identifier>ISSN: 0378-3774</identifier><identifier>EISSN: 1873-2283</identifier><identifier>DOI: 10.1016/j.agwat.2014.07.020</identifier><identifier>CODEN: AWMADF</identifier><language>eng</language><publisher>Amsterdam: Elsevier B.V</publisher><subject>Agricultural and forest climatology and meteorology. Irrigation. Drainage ; Agronomy. Soil science and plant productions ; Biological and medical sciences ; Computer simulation ; Continental interfaces, environment ; Drainage systems ; Drains ; Fundamental and applied biological sciences. Psychology ; General agronomy. Plant production ; Gravel ; Heavy soil ; Mole drainage ; Moles ; Numerical simulation ; Runoff ; Sciences of the Universe ; Three-dimensional modeling ; Tile (material) ; Tile drainage ; Trenches ; Two dimensional</subject><ispartof>Agricultural water management, 2014-12, Vol.146, p.105-114</ispartof><rights>2014 Elsevier B.V.</rights><rights>2015 INIST-CNRS</rights><rights>Distributed under a Creative Commons Attribution 4.0 International License</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c479t-4fafba27a75465a19b24436816f5e0d466590b7b4a991064080591eb66a753743</citedby><cites>FETCH-LOGICAL-c479t-4fafba27a75465a19b24436816f5e0d466590b7b4a991064080591eb66a753743</cites><orcidid>0000-0001-9733-6720 ; 0000-0001-6458-5763</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0378377414002194$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>230,314,776,780,881,3537,27901,27902,65306</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=28858370$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://insu.hal.science/insu-01090175$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Filipović, Vilim</creatorcontrib><creatorcontrib>Mallmann, Fábio Joel Kochem</creatorcontrib><creatorcontrib>Coquet, Yves</creatorcontrib><creatorcontrib>Šimůnek, Jirka</creatorcontrib><title>Numerical simulation of water flow in tile and mole drainage systems</title><title>Agricultural water management</title><description>•Three drainage systems combining tile, mole drains and gravel trenches were evaluated.•Numerical simulation experiments were performed for heavy clay soil using HYDRUS 2D/3D.•Adding mole drains to tile drains and gravel trenches reduced surface runoff by 75%.•Mole drains addition to tile with gravel trenches allows 40% larger tile drain spacing. Tile drainage systems are sometimes not sufficient to provide favorable unsaturated conditions in the rootzone. These drainage systems then need to be supplemented with an additional high conductivity material in the trenches above the tiles or by implementing mole drainage. The HYDRUS (2D/3D) model was used to evaluate the impact of such additional measures for heavy clay soil. Three types of drainage systems were simulated: (i) tile drains, (ii) tile drains with gravel trenches, and (iii) tile drains with gravel trenches and mole drains, using either two-dimensional (the former two systems) or three-dimensional (the latter one) transport domains. Three scenarios were considered to test the efficiency of each system: (i) time to drain an initially saturated system, (ii) high intensity rainfall, and (iii) a real case scenario. Different horizontal spacings between tile drains with or without gravel trenches were also compared with the system which included mole drainage. The results showed that the drainage system that included mole drains and gravel trenches was the most efficient. This system provided the largest drainage rate, was the first to reach steady-state in the time to drain scenario, and also efficiently reduced surface runoff. Adding mole drains to a system with tile drains and gravel trenches resulted in a large reduction of surface runoff (75%). Simulations showed that the spacing of tile drains with or without gravel trenches would have to be 40% or 55% smaller, respectively, in order to reproduce the same water table levels as those observed for the drainage system with mole drains. Therefore, introducing mole drains in drainage systems is an efficient practice for reducing waterlogging and runoff.</description><subject>Agricultural and forest climatology and meteorology. Irrigation. Drainage</subject><subject>Agronomy. Soil science and plant productions</subject><subject>Biological and medical sciences</subject><subject>Computer simulation</subject><subject>Continental interfaces, environment</subject><subject>Drainage systems</subject><subject>Drains</subject><subject>Fundamental and applied biological sciences. Psychology</subject><subject>General agronomy. Plant production</subject><subject>Gravel</subject><subject>Heavy soil</subject><subject>Mole drainage</subject><subject>Moles</subject><subject>Numerical simulation</subject><subject>Runoff</subject><subject>Sciences of the Universe</subject><subject>Three-dimensional modeling</subject><subject>Tile (material)</subject><subject>Tile drainage</subject><subject>Trenches</subject><subject>Two dimensional</subject><issn>0378-3774</issn><issn>1873-2283</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNqNkU9v1DAQxS0EEkvhE3DxBQkhJYzjP-McOFQFWqQVXOBsTRKneJXExU5a9dvj7VY9Ik4zh997M3qPsbcCagHCfDzUdH1Ha92AUDVgDQ08YzthUVZNY-VztgOJtpKI6iV7lfMBABQo3LHP37fZp9DTxHOYt4nWEBceR17sfOLjFO94WPgaJs9pGfgcyzIkCgtde57v8-rn_Jq9GGnK_s3jPGO_vn75eXFV7X9cfrs431e9wnat1EhjRw0SamU0ibZrlJLGCjNqD4MyRrfQYaeobQUYBRZ0K3xnTFFIVPKMfTj5_qbJ3aQwU7p3kYK7Ot-7sOTNgYAWBOpbUeD3J_gmxT-bz6ubQ-79NNHi45adMFYjghbwHygaqY22TUHlCe1TzDn58ekPAe7YhTu4hy7csQsH6EoXRfXu8QDlEvWYaOlDfpI21mor8ch9OnG-pHgbfHK5D37p_RCS71c3xPDPO38BASmdSQ</recordid><startdate>20141201</startdate><enddate>20141201</enddate><creator>Filipović, Vilim</creator><creator>Mallmann, Fábio Joel Kochem</creator><creator>Coquet, Yves</creator><creator>Šimůnek, Jirka</creator><general>Elsevier B.V</general><general>Elsevier</general><general>Elsevier Masson</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7SN</scope><scope>7ST</scope><scope>7U6</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>H97</scope><scope>L.G</scope><scope>SOI</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>1XC</scope><scope>VOOES</scope><orcidid>https://orcid.org/0000-0001-9733-6720</orcidid><orcidid>https://orcid.org/0000-0001-6458-5763</orcidid></search><sort><creationdate>20141201</creationdate><title>Numerical simulation of water flow in tile and mole drainage systems</title><author>Filipović, Vilim ; Mallmann, Fábio Joel Kochem ; Coquet, Yves ; Šimůnek, Jirka</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c479t-4fafba27a75465a19b24436816f5e0d466590b7b4a991064080591eb66a753743</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Agricultural and forest climatology and meteorology. Irrigation. Drainage</topic><topic>Agronomy. Soil science and plant productions</topic><topic>Biological and medical sciences</topic><topic>Computer simulation</topic><topic>Continental interfaces, environment</topic><topic>Drainage systems</topic><topic>Drains</topic><topic>Fundamental and applied biological sciences. Psychology</topic><topic>General agronomy. Plant production</topic><topic>Gravel</topic><topic>Heavy soil</topic><topic>Mole drainage</topic><topic>Moles</topic><topic>Numerical simulation</topic><topic>Runoff</topic><topic>Sciences of the Universe</topic><topic>Three-dimensional modeling</topic><topic>Tile (material)</topic><topic>Tile drainage</topic><topic>Trenches</topic><topic>Two dimensional</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Filipović, Vilim</creatorcontrib><creatorcontrib>Mallmann, Fábio Joel Kochem</creatorcontrib><creatorcontrib>Coquet, Yves</creatorcontrib><creatorcontrib>Šimůnek, Jirka</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Ecology Abstracts</collection><collection>Environment Abstracts</collection><collection>Sustainability Science Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 3: Aquatic Pollution &amp; Environmental Quality</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Hyper Article en Ligne (HAL)</collection><collection>Hyper Article en Ligne (HAL) (Open Access)</collection><jtitle>Agricultural water management</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Filipović, Vilim</au><au>Mallmann, Fábio Joel Kochem</au><au>Coquet, Yves</au><au>Šimůnek, Jirka</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical simulation of water flow in tile and mole drainage systems</atitle><jtitle>Agricultural water management</jtitle><date>2014-12-01</date><risdate>2014</risdate><volume>146</volume><spage>105</spage><epage>114</epage><pages>105-114</pages><issn>0378-3774</issn><eissn>1873-2283</eissn><coden>AWMADF</coden><abstract>•Three drainage systems combining tile, mole drains and gravel trenches were evaluated.•Numerical simulation experiments were performed for heavy clay soil using HYDRUS 2D/3D.•Adding mole drains to tile drains and gravel trenches reduced surface runoff by 75%.•Mole drains addition to tile with gravel trenches allows 40% larger tile drain spacing. Tile drainage systems are sometimes not sufficient to provide favorable unsaturated conditions in the rootzone. These drainage systems then need to be supplemented with an additional high conductivity material in the trenches above the tiles or by implementing mole drainage. The HYDRUS (2D/3D) model was used to evaluate the impact of such additional measures for heavy clay soil. Three types of drainage systems were simulated: (i) tile drains, (ii) tile drains with gravel trenches, and (iii) tile drains with gravel trenches and mole drains, using either two-dimensional (the former two systems) or three-dimensional (the latter one) transport domains. Three scenarios were considered to test the efficiency of each system: (i) time to drain an initially saturated system, (ii) high intensity rainfall, and (iii) a real case scenario. Different horizontal spacings between tile drains with or without gravel trenches were also compared with the system which included mole drainage. The results showed that the drainage system that included mole drains and gravel trenches was the most efficient. This system provided the largest drainage rate, was the first to reach steady-state in the time to drain scenario, and also efficiently reduced surface runoff. Adding mole drains to a system with tile drains and gravel trenches resulted in a large reduction of surface runoff (75%). Simulations showed that the spacing of tile drains with or without gravel trenches would have to be 40% or 55% smaller, respectively, in order to reproduce the same water table levels as those observed for the drainage system with mole drains. Therefore, introducing mole drains in drainage systems is an efficient practice for reducing waterlogging and runoff.</abstract><cop>Amsterdam</cop><pub>Elsevier B.V</pub><doi>10.1016/j.agwat.2014.07.020</doi><tpages>10</tpages><orcidid>https://orcid.org/0000-0001-9733-6720</orcidid><orcidid>https://orcid.org/0000-0001-6458-5763</orcidid><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 0378-3774
ispartof Agricultural water management, 2014-12, Vol.146, p.105-114
issn 0378-3774
1873-2283
language eng
recordid cdi_hal_primary_oai_HAL_insu_01090175v1
source Elsevier ScienceDirect Journals
subjects Agricultural and forest climatology and meteorology. Irrigation. Drainage
Agronomy. Soil science and plant productions
Biological and medical sciences
Computer simulation
Continental interfaces, environment
Drainage systems
Drains
Fundamental and applied biological sciences. Psychology
General agronomy. Plant production
Gravel
Heavy soil
Mole drainage
Moles
Numerical simulation
Runoff
Sciences of the Universe
Three-dimensional modeling
Tile (material)
Tile drainage
Trenches
Two dimensional
title Numerical simulation of water flow in tile and mole drainage systems
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-07T23%3A46%3A00IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_hal_p&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Numerical%20simulation%20of%20water%20flow%20in%20tile%20and%20mole%20drainage%20systems&rft.jtitle=Agricultural%20water%20management&rft.au=Filipovi%C4%87,%20Vilim&rft.date=2014-12-01&rft.volume=146&rft.spage=105&rft.epage=114&rft.pages=105-114&rft.issn=0378-3774&rft.eissn=1873-2283&rft.coden=AWMADF&rft_id=info:doi/10.1016/j.agwat.2014.07.020&rft_dat=%3Cproquest_hal_p%3E1685770510%3C/proquest_hal_p%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1676356582&rft_id=info:pmid/&rft_els_id=S0378377414002194&rfr_iscdi=true