Rodyti trumpą aprašą

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorZeleňáková, Martina
dc.contributor.authorHudáková, Gabriela
dc.contributor.authorTometz, Ladislav
dc.contributor.authorHlavatá, Helena
dc.date.accessioned2024-09-26T13:28:32Z
dc.date.available2024-09-26T13:28:32Z
dc.date.issued2017
dc.identifier.issn2029-7092en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/154946
dc.description.abstractUrban drainage has become one of the most important aspects of urban development. Ensuring long erm functioning of sewer systems and wastewater treatment plants is associated with constantly rising costs, and it is clear nowadays that the contemporary method of urban drainage cannot possibly be implemented worldwide because of the financial burden. The existing method of urban drainage continues to threaten the status of water flow and water sources. Urban hydrology has evolved to improve the way urban run ff is managed for flood protection, public health and environmental protection. The essence of the future solution resides in finding an acceptable compromise or an alternative solution for rainwater drainage from urban areas. The content of this paper is research focused on the infiltration of water from surface runoff and comparison of ground testing, laboratory analysis and numerical analysis of filtration coefficient. The foundation for improving the effectiveness of urban drainage will be created through the proposal and comparison of infiltration conditions. The topic of the paper emerged because of insufficient information about infiltration systems in the Slovak technical regulations and the lack of support for water infiltration from surface runoff. This paper points out the fundamentals, principles and development of proposals for infiltration facilities. The aim of the paper was to expand the body of scientific knowledge in research and solutions for infiltration of water from surface run-off with emphasis on the infiltration capacity of the selected area and intensity of precipitation.en_US
dc.format.extent5 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/154497en_US
dc.rightsAttribution-NonCommercial 4.0 Internationalen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/en_US
dc.source.urihttp://enviro.vgtu.lt/index.php/enviro/2017/paper/view/201en_US
dc.subjectinfiltration facilitiesen_US
dc.subjectrainwateren_US
dc.subjecthydrologyen_US
dc.subjecthydrogeologyen_US
dc.titleInvestigation of rainwater infiltration with emphasis on hydro-geological as well as hydrological conditionsen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.alternativeWater engineeringen_US
dcterms.issued2017-04-28
dcterms.licenseCC BY NCen_US
dcterms.references14en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionTechnical University of Košiceen_US
dc.contributor.institutionSlovak Hydrometeorological Instituteen_US
dcterms.sourcetitle10th International Conference “Environmental Engineering” (ICEE-2017)en_US
dc.identifier.eisbn9786094760440en_US
dc.identifier.eissn2029-7092en_US
dc.publisher.nameVilnius Gediminas Technical Universityen_US
dc.publisher.nameVilniaus Gedimino technikos universitetasen_US
dc.publisher.countryLithuaniaen_US
dc.publisher.countryLietuvaen_US
dc.publisher.cityVilniusen_US
dc.description.fundingorganizationVEGAen_US
dc.description.grantnumber1/0609/14en_US
dc.identifier.doihttps://doi.org/10.3846/enviro.2017.095en_US


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