대한토목학회논문집 (KSCE Journal of Civil and Environmental Engineering Research)

  • 제36권4호
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  • Pages.645-650
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  • 2016
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  • 1015-6348(pISSN)
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  • 2799-9629(eISSN)
대한토목학회 (Korean Society of Civil Engeneers)
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파랑-흐름의 상호작용에 의한 파랑변형 메커니즘 분석

Analysis on Mechanism of Wave Attenuation under Wave-Current Interaction

  • 이우동 (국립경상대학교 해양산업연구소) ;
  • 허동수 (국립경상대학교 해양토목공학과)
  • 투고 : 2016.02.01
  • 심사 : 2016.06.07
  • 발행 : 2016.08.01
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초록

본 연구에서는 기존의 수리모형실험에서 나타나는 파랑-흐름 상호작용에 의한 파고감쇠현상을 분석하기 위하여 Navier-Stokes Solver를 이용한 수치시뮬레이션을 수행하였다. 파랑과 흐름이 만날 경우, 유속의 난류성분이 증가하여 난류강도가 커지는 것을 확인하였다. 이것으로부터 파랑이 전파될수록 난류의 영향으로 파랑에너지가 감소하고, 파고가 줄어드는 현상을 이해할 수 있었다. 그리고 흐름의 유속이 증가할수록 난류강도가 증가함으로 파고감쇠효과가 크게 나타났다. 또한 파랑이 동일한 거리를 전파할 때에 파고가 작을수록, 주기가 짧을수록 파고감쇠현상이 심화되는 것을 확인할 수 있었다.

In this study, we conducted a numerical simulation using Navier-Stokes Solver (HYMO-WASS-3D) in order to analyze wave attenuation under wave-current interaction found in existing hydraulic experiments. It showed that wave energy and wave height are reduced as the wave propagates in coexisting fields between waves and currents. And the wave attenuation became more serious as the velocity of current and thus turbulence intensity were increased at wave-current coexisting field. As well, the wave attenuation became more serious with lower wave height and shorter period when the wave propagates the same distance under interactions between waves and currents.

키워드

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피인용 문헌

  1. Wave Modeling considering Water Level Changes and Currents Effects vol.28, pp.6, 2016, https://doi.org/10.9765/KSCOE.2016.28.6.383