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dc.rights.licenseVisos teisės saugomos / All rights reserveden_US
dc.contributor.authorTkachenko, Iryna
dc.contributor.authorLytvynenko, Tetyana
dc.contributor.authorHasenko, Lina
dc.contributor.authorSorochuk, Nataliia
dc.date.accessioned2026-03-02T13:45:47Z
dc.date.available2026-03-02T13:45:47Z
dc.date.issued2023
dc.identifier.isbn9783031258626en_US
dc.identifier.issn2523-3440en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/159991
dc.description.abstractNatural and climatic factors have a significant influence on mobility, which depends on the operational condition and durability of the street-road network and its elements, one of the main ones being surface water. As a result of the conducted research, were summarized the principles of drainage from the street and road network, which differ for open, closed and combined drainage systems. The main disadvantages of Ukraine cities surface drainage were revealed using Poltava city example. The most common are low longitudinal slope (0–5‰), an error in the intersection vertical planning execution, clogging of drainage elements (drainage well, tray, pipes), the adjacent sites slope is less than the minimum permissible, insufficient storm sewer capacity, subsidence of the pavement, drainage well above the pavement mark (subsidence of the pavement), destruction of the pavement (roadway, around the drainage well), subsidence of the pavement transverse profile, destruction of the pavement. Recommendations for improving surface water drainage from cities street and road network have been formulated: strictly adhere to surface drainage principles, and in particular, during construction, perform the designed slopes, and it is desirable to accept slopes greater than the minimum slopes of 5‰; when performing vertical design and construction, pay more attention to intersections and areas adjacent to the carriageway; apply a waterproof coating, from which water flows into the drainage system, from which it is possible to use water for irrigation; arrange water collection strips along the side stone, comply with the requirements for network elements operation, etc.en_US
dc.format.extent576-585 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/159378en_US
dc.source.urihttps://link.springer.com/chapter/10.1007/978-3-031-25863-3_55en_US
dc.subjectUrban drainageen_US
dc.subjectSurface runoffen_US
dc.subjectStreet and urban roaden_US
dc.subjectUrban floodsen_US
dc.titleStreets and Urban Roads Surface Runoff Problems: A Case Study in the Poltava City, Ukraineen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2023-02-22
dcterms.references16en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionNational University «Yuri Kondratyuk Poltava Polytechnic»en_US
dc.contributor.institutionUkrainian State University of Railway Transporten_US
dcterms.sourcetitleProceedings of the International Conference TRANSBALTICA XIII: Transportation Science and Technology. September 15-16, 2022, Vilnius, Lithuaniaen_US
dc.identifier.eisbn9783031258633en_US
dc.identifier.eissn2523-3459en_US
dc.publisher.nameSpringeren_US
dc.publisher.countrySwitzerlanden_US
dc.publisher.cityChamen_US
dc.identifier.doihttps://doi.org/10.1007/978-3-031-25863-3_55en_US


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