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dc.contributor.authorVaičiukynas, Vilimantas
dc.contributor.authorVaikasas, Saulius
dc.contributor.authorSivilevičius, Henrikas
dc.contributor.authorGrinys, Audrius
dc.date.accessioned2023-09-18T16:16:50Z
dc.date.available2023-09-18T16:16:50Z
dc.date.issued2015
dc.identifier.issn1822-427X
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/112646
dc.description.abstractGood drainage to be the most important design consideration for a road, both to miniaturize road maintenance costs and maximize the time the road is operational. The lack of good drainage can lead to the infiltration of water into the road structure leading to structural damage and costly repairs. Many of roads are built in intensive drained agricultural land. The effective way to drain subgrades can be reconstruction of existing agricultural drainage. The impact of cross-subsurface drainage system on water level fluctuation was measured using PLAFI (Plane geofiltration mathematical model), one of 3D geofiltration modelling programs. The hydraulic permeability characteristics were determined in field of Pikeliai, close local road in Kėdainiai district, Lithuania. This object is composed of clay and loamy soils. Subsurface cross drains trenches spacing of 20, 30, and 40 m were simulated. The hydraulic permeability of cross drain trenches and lateral trenches modelled was from 0.006 m/a day to 6 m/a day. The simulation of cross drains trenches showed that the most effective distance between them are 20 m. The highest water depression occurs when the permeability of cross drain trenches and lateral trenches is ~ 6 m/day, at the distance of 20 m. The water recession is 20 cm lower, compared to the drainage systems without cross drains trenches. By installing cross drains trenches every 30 m water recession is 10 cm lower, when the trench ground permeability is about 6 m/day. Increasing the distance between the cross drains trenches up to 40 m, their influence disappears.eng
dc.formatPDF
dc.format.extentp. 230-238
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyComputers & Applied Sciences Complete
dc.relation.isreferencedbyAcademic Search Research & Development
dc.relation.isreferencedbyAcademic OneFile
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyINSPEC
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.source.urihttp://www.bjrbe.vgtu.lt/volumes/en/volume10/number3/05.php
dc.subjectAE01 - Aplinkos sistemos ir aplinkos apsaugos technologijos / Environmental systems and environment protection technologies
dc.titleThe impact of agriculture drainage reconstruction on ground water recession close to the subgrade
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references32
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionAleksandro Stulginskio universitetas
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionKauno technologijos universitetas
dc.contributor.facultyTransporto inžinerijos fakultetas / Faculty of Transport Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.researchfieldT 003 - Transporto inžinerija / Transport engineering
dc.subject.researchfieldT 004 - Aplinkos inžinerija / Environmental engineering
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enroad subsurface drainage
dc.subject.enhydraulic permeability
dc.subject.enadditional cross drains
dc.subject.enimpact on water table depression
dc.subject.enground water table
dcterms.sourcetitleBaltic journal of road and bridge engineering
dc.description.issueiss. 3
dc.description.volumevol. 10
dc.publisher.nameTechnika ; Taylor & Francis
dc.publisher.cityVilnius ; London
dc.identifier.doiKTU02-000055627
dc.identifier.doi000362157100005
dc.identifier.doi10.3846/bjrbe.2015.29
dc.identifier.elaba11748607


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