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...
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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 |
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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>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28858370$$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 & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>Aquatic Science & 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> |
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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 |
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