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dc.contributor.author윤성범-
dc.date.accessioned2019-05-16T02:22:08Z-
dc.date.available2019-05-16T02:22:08Z-
dc.date.issued2008-02-
dc.identifier.citation한국방재학회 학술대회논문집 2008, Page. 401~404en_US
dc.identifier.issn2288-0097-
dc.identifier.urihttp://scholar.dkyobobook.co.kr/searchDetail.laf?barcode=4010024133873-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/104290-
dc.description.abstractThe vegetation in the surrounding area of river is a primary factor to increase water level during flood. The influence of vegetation on the river flow in a bank has been investigated by using a hydraulic experiment. For a hydraulic experiment square-shaped piers are used as a model of unsubmerged rigid vegetation in a open channel. For fully developed uniform flows, the water elevation of the experiment was measured as varying the interval of piers and the porosity which presents the fraction of water flowing area in the cross-sectional area. The Manning`s roughness coefficient, which implicates energy losses due to the vegetation, was obtained by using the experimental data. As a result, the energy losses were varied when the distance of piers and the porosity of area were changed, and the Manning`s coefficient increased nonlinearly when a water elevation increased.en_US
dc.language.isoko_KRen_US
dc.publisher한국방재학회en_US
dc.subjectvegetationen_US
dc.subjecthydraulic experimenten_US
dc.subjectmulti-piersen_US
dc.subjectenergy lossesen_US
dc.subjectManning`s coefficienten_US
dc.title개수로내 식생에 의한 Manning계수의 변화en_US
dc.title.alternativeVariation of Manning`s Coefficient due to Vegetation in Open Channelen_US
dc.typeArticleen_US
dc.contributor.googleauthor권갑근-
dc.contributor.googleauthor김형석-
dc.contributor.googleauthor윤성범-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidsbyoon-
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COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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