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3차원 경사입사파동장에서 이중유공슬릿케이슨 내부의 수리특성 및 반사특성Reflection and Hydraulic Characteristics inside Two-Chamber Vertical Slit Caisson in 3-D Oblique Wave Field

Other Titles
Reflection and Hydraulic Characteristics inside Two-Chamber Vertical Slit Caisson in 3-D Oblique Wave Field
Authors
허동수이준이우동
Issue Date
2014
Publisher
한국해양공학회
Keywords
3-D oblique wave field 경사입사파동장; Two chambers-vertical slit caisson 이중유공슬릿케이슨; Turbulent intensity 난류강도; Reflection coefficient 반사계수; 3-D numerical model 3차원 수치해석방법
Citation
한국해양공학회지, v.28, no.3, pp 227 - 235
Pages
9
Indexed
KCI
Journal Title
한국해양공학회지
Volume
28
Number
3
Start Page
227
End Page
235
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/19887
ISSN
1225-0767
2287-6715
Abstract
Using a 3-D numerical scheme (LES-WASS-3D) that considered wave-structure-sandy seabed interactions in a 3-D wave field, weanalyzed the wave reflection and hydraulic characteristics inside a slit caisson with two chambers in a 3-D oblique wave field. To verify the 3-Dnumerical analysis method suggested in this study, we compared the numerical results with existing experimental results and found good agreement. The numerical analysis revealed that a standing wave field is generated on the front side of the slit caisson due to the effect of wave reflection. Forincident waves propagating perpendicular to the slit caisson, the nodes and anti-nodes of the standing wave are apparent and symmetrical. However,in an oblique wave field, as the incident wave angle decreases, the nodes and anti-nodes of the standing wave become ambiguous and unsymmetrical. It was also found that the wave reflection coefficient decreases as the incident wave angle decreases. It can be pointed out that as the incident waveangle decreases, the turbulent intensity in the chamber increases. Thereby, the increased wave energy dissipation by the increased turbulent intensityreduces the rate of wave reflection. In addition, a strong turbulent intensity generally occurs in the first chamber.
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