Numerical Study on Wave Run-up of a Circular Cylinder with Various Diffraction Parameters and Body Drafts
2
조회
0
다운로드
0
인용
0
참고문헌
키워드
초록
Wave run-up is an important phenomenon that should be considered in ocean structure design. In this study, the wave run-up of a surface-piercing circular cylinder was calculated in the time domain using the three-dimensional linear and fully nonlinear numerical wave tank (NWT) techniques. The NWT was based on the boundary element method and the mixed Eulerian and Lagrangian method. Stokes second-order waves were applied to evaluate the effect of the nonlinear waves on wave run-up, and an artificial damping zone was adopted to reduce the amount of reflected and re-reflected waves from the sidewall of the NWT. Parametric studies were conducted to determine the effect of wavelength, wave steepness, and the draft of the cylinder on the wave run-up of the cylinder. The maximum wave run-up value occurred at 0°, which was in front of the cylinder, and the minimum value occurred near the circumferential angle of 135°. As the diffraction parameter increased, the wave run-up increased up to 1.7 times the wave height. Furthermore, the wave run-up was 4% higher than the linear wave when the wave steepness was 1/35. In particular, the crest height of the wave run-up increased by 8%.
Abstract
Wave run-up is an important phenomenon that should be considered in ocean structure design. In this study, the wave run-up of a surface-piercing circular cylinder was calculated in the time domain using the three-dimensional linear and fully nonlinear numerical wave tank (NWT) techniques. The NWT was based on the boundary element method and the mixed Eulerian and Lagrangian method. Stokes second-order waves were applied to evaluate the effect of the nonlinear waves on wave run-up, and an artificial damping zone was adopted to reduce the amount of reflected and re-reflected waves from the sidewall of the NWT. Parametric studies were conducted to determine the effect of wavelength, wave steepness, and the draft of the cylinder on the wave run-up of the cylinder. The maximum wave run-up value occurred at 0°, which was in front of the cylinder, and the minimum value occurred near the circumferential angle of 135°. As the diffraction parameter increased, the wave run-up increased up to 1.7 times the wave height. Furthermore, the wave run-up was 4% higher than the linear wave when the wave steepness was 1/35. In particular, the crest height of the wave run-up increased by 8%.
참고문헌 (19)
- Bai, W., "Numerical Simulation of Fully Nonlinear Regular and Focused Wave Diffraction around a Vertical Cylinder Using Domain Decomposition", Applied Ocean Research, 29(1-2), pp.55~71 (2007)[DOI]
- Boo, S. Y., "Fully Nonlinear Diffraction due to a Vertical Circular Cylinder in a 3-D HOBEM Numerical Wave Tnk", Proceedings of the Sixth International Offshore and Polar Engineering Conference (1996)
- Celebi, M. S., "Fully Nnlinear 3D Nmerical Wave Tank Simulation", Journal of Ship Research, 42(1), pp.33~45 (1998)
- Fan, X., "Numerical Investigation of Run-ups on Cylinder in Steep Regular Wave", China Ocean Engineerng, 33(5), pp.601~607 (2019)[DOI]
- 김남우, "규칙파 중 반잠수식 해양구조물 주위의 런업에 관한 실험 연구", 한국해양공학회지, 28(1), pp.6~11 (2014), 한국해양공학회
- Kim, S. J., "Development of a Three-Dimensional Fully Nonlinear Potential Numerical Wave Tank for a Heaving Buoy Wave Energy Converter", Mathematical Problems in Engineering (2019)[DOI]
- Koo, W. C., "Freely Floating-body Simulation by a 2D Fully Nonlienr Numerical Wave Tank", Ocean Engineering, 31, pp.2011~2046 (2004)[DOI]
- Kriebel, D. L., "Nonlinear Wave Interaction with a Vertical Circular Cylinder. Part Ⅱ: Wave Run-up", Ocean Engineering, 19(1), pp.75~99 (1992)[DOI]
- 이상범, "실린더 형상에 따른 Wave Run-up 현상에 대한 연구", 한국해양공학회지, 27(4), pp.62~67 (2013), 한국해양공학회
- Ai-jun Li, "New analytical solutions to water wave diffraction by vertical truncated cylinders", International Journal of Naval Architecture and Ocean Engineering, 11(2), pp.952~969 (2019), 대한조선학회[DOI]
- Li, J., "Experimental Study of Interactions between Multi-directional Rocused Wave and Vertical Circular Cylinder, Part Ⅰ : Wave run-up", Coastal Engineering, 64, pp.151~160 (2012)[DOI]
- Liu, Z., "Numerical Simulation of Regular Waves onto a Vertical Circular Cylinder", Proceedings of International Conference on Computational Methods, pp.1008~1018 (2017)
- McCamy, R. C., "Wave Force on Piles: A Diffraction Theory", pp.1~17 (1954), Beach Erosion Board Office of the Chief Engineers
- 문성호, "OpenFOAM을 이용한 EOM 기반 2차원 수치 파 생성에 관한 파라메트릭 연구", 대한조선학회 논문집, 55(6), pp.490~496 (2018), 대한조선학회[DOI]
- 오승훈, "비특이화 간접경계적분방정식방법을 이용한 2차원 수치수조 개발 및 적용", 한국해양공학회지, 32(6), pp.447~457 (2018), 한국해양공학회[DOI]
- 오승훈, "비특이화 간접경계적분방정식 방법을 이용한 부유식 구조물의 유체동역학적 거동에 대한 주파수영역 해석", 대한조선학회 논문집, 56(1), pp.11~22 (2019), 대한조선학회[DOI]
- 송성진, "전산유체역학을 이용한 규칙파와 원형 기둥 구조물의 상호작용 해석", 한국해양환경•에너지학회지, 20(2), pp.63~75 (2017), 한국해양환경·에너지학회
- Wu, G. X., "Time Stepping Solutions of the Two-dimensional Nonlinear Wave Radiation Problem", Ocean Enginerring, 22(8), pp.785~798 (1995)[DOI]
- Yang, C., "Numerical Simulation of Nonlinear Wave Diffraction by a Vertical Cylinder", Journal of Offshore Mechanics and Artic Engineering, 114(1), pp.36~44 (1992)[DOI]
