본문 바로가기
KERD
논문

이중 유공슬릿 케이슨에 의한 반사특성

The Reflection Characteristics of a Perforated Slit Caisson with Two Chambers

1

조회

0

다운로드

2

인용

0

참고문헌

키워드

주제분류해양공학

초록

Recently, there has been an increase in the construction of various types of coastal structures for efficient wave dissipation, seawater exchange, and so on. Among these, a perforated slit caisson has been widely used to reduce the reflected wave energy and the wave pressure on the structure. Therefore, many studies on the wave force on a caisson, as well as the wave reflection from it, have been carried out with laboratory experiments and numerical analyses, considering it as a 2-D problem. However, because a structure like a perforated slit caisson has a variable 3-D shape, waves forces should be considered as a 3-D problem. Therefore, in this paper, a fully-nonlinear 3-D numerical model (LES-WASS-3D) is proposed to examine the reflection characteristics of a perforated slit caisson with two chambers. The numerical model, LES-WASS-3D, was verified in a 3-D wave field by a comparison with existing experimental data for wave reflection coefficients. Then, using the numerical results, the reflection from a perforated slit caisson with two chambers was examined in relation to wave steepness, chamber width, and the shape/porosity of perforated slit.

Abstract

Recently, there has been an increase in the construction of various types of coastal structures for efficient wave dissipation, seawater exchange, and so on. Among these, a perforated slit caisson has been widely used to reduce the reflected wave energy and the wave pressure on the structure. Therefore, many studies on the wave force on a caisson, as well as the wave reflection from it, have been carried out with laboratory experiments and numerical analyses, considering it as a 2-D problem. However, because a structure like a perforated slit caisson has a variable 3-D shape, waves forces should be considered as a 3-D problem. Therefore, in this paper, a fully-nonlinear 3-D numerical model (LES-WASS-3D) is proposed to examine the reflection characteristics of a perforated slit caisson with two chambers. The numerical model, LES-WASS-3D, was verified in a 3-D wave field by a comparison with existing experimental data for wave reflection coefficients. Then, using the numerical results, the reflection from a perforated slit caisson with two chambers was examined in relation to wave steepness, chamber width, and the shape/porosity of perforated slit.

참고문헌 (20)

  1. 박우선, "유공방파제의 반사특성에 관한수리실험", 한국해안ㆍ해양공학회지, 4(3), pp.198~203 (1993)
  2. 서경덕, "혼성방파제의 무공 및유공 케이슨의 수리특성에 관한 실험", 한국해안ㆍ해양공학회지, 18(4), pp.243~249 (1992)
  3. 서경덕, "다열 커튼월-파일 방파제에 의한 규칙파의 반사 및 투과", 한국해안·해양공학회논문집, 18(2), pp.97~111 (2006), 한국해안,해양공학회
  4. 이종인, "종 SLIT형 케이슨 방파제의 반사특성", 한국해안ㆍ해양공학회지, 13(4), pp.263~272 (2001)
  5. 허동수, "잠제 주변의 파고분포 및 흐름의 3차원 특성 ; PART Ⅰ - 해빈이 없을 경우", 대한토목학회 논문집B, 27(6B), pp.689~701 (2007), 대한토목학회
  6. 허동수, "사각격자체계 수치모델에서의 경사면 처리기법에 관하여", 대한토목학회 논문집B, 28(5), pp.591~594 (2008), 대한토목학회
  7. Christensen, E.D, "Large Eddy Simulation of Breaking Waves", Coastal Eng, 42, pp.53~86 (2001)
  8. Ergun,S, "Fluid Flow Through Packed Columns", Chem Eng, 48(2), pp.89~94 (1952)
  9. Goda, Y, "Estimation of Incident and Reflected Waves in Random Wave Experiments", 15th Int. Conf. Coastal Eng, pp.828~845 (1976), ASCE
  10. Fugazza, M, "Hydraulic Design of Perforated Breakwaters", Journal of Waterway, Port, Coastal, and Ocean Eng, 118(1), pp.1~14 (1992), ASCE
  11. Jarlan,G.E, "A Perforated Vertical Wall Breakwater", The Dok and Harbor Authority, 41(486), pp.394~398 (1961)
  12. Liu, S, "Non-linear Flows in Porous Media", J. Non-Newtonian Fluid Mech, 86, pp.229~252 (1999)
  13. Marks, M, "Experimental Study on a Fixed Perforated Breakwater", 11th Int. Conf. Coastal Eng, 통권 : 3, pp.1121~1140 (1968), ASCE
  14. Okayasu, A, "Laboratory Experiment and Three-Dimensional Large Eddy Simulation of Wave Overtopping on Gentle Slope Seawalls", Coastal Eng., Journal, 47(2), pp.71~89 (2005)
  15. Sakakiyama, T, "Numerical Simulation of Nonlinear Wave Interacting with Permeable Breakwater", 23rd Int. Conf. Coastal Eng, pp.1517~1530 (1992), ASCE
  16. Schumann,U, "Direct and Large Eddy Simulation of Turbulence-Summary of the State of the Art 1987", Lecture Series 1987-2006, 1~36 (1987), Introduction to the Modeling of Turbulence, Von Karman Institute for Fluid Dynamics CRhode Saint Genese
  17. Smagorinsky,J, "General Circulation Experiments with the Primitive Equation", Mon. Weath. Rev., 91(3), pp.99~164 (1963)
  18. Tanimoto, K, "An Experimental Investigation of Wave Reflection, Overtopping and Wave Forces for Several Types of Breakwaters and Sea Walls", Tech. Note of Port and Harbour Res. Inst., Ministry of Transport, Japan, (246), pp.38~ (1976)
  19. Terret, F.L., "Model Studies of a Perforated Breakwater", 11th Int. Conf. Coastal Eng, 통권 : 3, pp.1104~1120 (1968), ASCE
  20. van Gent, M.R.A, "Wave Interaction with Permeable Coastal Structures", 박사, pp.1995

관련 논문AI추천

이 간행물의 다른 논문 (23건)