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개수로내 식생에 의한 Manning계수의 변화Variation of Manning`s Coefficient due to Vegetation in Open Channel

Other Titles
Variation of Manning`s Coefficient due to Vegetation in Open Channel
Authors
윤성범권갑근김형석
Issue Date
Feb-2008
Publisher
한국방재학회
Keywords
vegetation; hydraulic experiment; multi-piers; energy losses; Manning`s coefficient
Citation
2008 한국방재학회 정기총회 및 학술발표대회 논문집, pp.401 - 404
Indexed
OTHER
Journal Title
2008 한국방재학회 정기총회 및 학술발표대회 논문집
Start Page
401
End Page
404
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/42655
ISSN
22880097
Abstract
The 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.
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COLLEGE OF ENGINEERING SCIENCES > DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING > 1. Journal Articles

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