A Study on Effect of Beachface Gradient on 3-D Currents around the Open Inlet of Submerged Breakwaters

해빈경사에 따른 잠제 개구부의 3차원적인 흐름특성에 관한 연구

  • Lee, Woo-Dong (Department of Ocean Civil Engineering, Graduate School, Gyeongsang National University) ;
  • Hur, Dong-Soo (Department of Ocean Civil Engineering (Institute of Marine Industry), Gyeongsang National University) ;
  • Park, Jong-Bae (POSCO Engineering & Construction Co., Ltd.) ;
  • An, Sung-Wook (POSCO Engineering & Construction Co., Ltd.)
  • 이우동 (국립경상대학교 대학원 해양토목공학과) ;
  • 허동수 (국립경상대학교 해양과학대학 토목환경공학부(해양산업연구소)) ;
  • 박종배 ((주)포스코건설 토목환경사업부) ;
  • 안성욱 ((주)포스코건설 토목환경사업부)
  • Published : 2009.02.27

Abstract

The aim of this study was to survey the effects of the beachface gradient on 3-D currents around the open inlets of submerged breakwaters. First, the numerical model was validated by a comparison with existing experimental data. This model is able to consider the flow through a porous medium with inertial, laminar, and turbulent resistance terms, i.e. simulate directly WAve?Structure?Seabed/Sandy beach interaction, and can determine the eddy viscosity with a LES turbulent model in a 3-Dimensional wave field (LES-WASS-3D). Using the numerical results of this model, the 3-D currents around the open inlets of submerged breakwaters were examined in relation to the beachface gradient. Moreover, the wave height distribution and mean flow around them are also discussed, as well as the distribution of the wave breaking points over the crest.

Keywords

References

  1. 김용현 (2009). 부산 송도해수욕장에서의 MONITORING을 통한 파랑변형 및 표사이동에 관한 연구, 석사학위논문, 인제대학교
  2. 허동수, 김도삼 (2003). '경사수역에 설치된 잠제 주변의 유속장과 와의 발생에 대한 수치모의', 한국해안.해양공학회지,제15권, 제3호, pp 151-158
  3. 허동수, 이우동 (2007). '잠제 주변의 파고분포 및 흐름의 3차원특성; PART I-해빈이 없을 경우', 대한토목학회논문집, 제27권, 제6B호, pp 689-701
  4. 허동수, 이우동 (2008a). '잠제 주변의 파고분포 및 흐름의 3차원 특성; PART II-해빈이 있을 경우', 대한토목학회논문집,제28권, 제1B호, pp 115-123
  5. 허동수, 이우동 (2008b). '잠제 설치 연안의 처오름 높이 특성;PART I-잠제의 평면배치에 의한 영향', 대한토목학회논문집, 제28권, 제3B호, pp 345-354
  6. 허동수, 이우동 (2008c). '잠제 설치 연안의 처오름 높이 특성;PART II-잠제의 제원에 의한 영향', 대한토목학회논문집,제28권, 제4B호, pp 429-439
  7. 허동수, 이우동, 배기성 (2008). '사각격자체계 수치모델에서의 경사면 처리기법에 관하여', 대한토목학회논문집, 제28권, 제5B호, pp 591-594
  8. 우다 타카아키, 오마타 아츠시, 요코야마 아게히사 (1988). 인공리프의 기능과 설계법, 일본 건설성 토목연구소 하천부 해안연구실, 토목연구소자료, 제2969호, p79
  9. Drei, E. and Lamberti, A. (1999). 'Wave Pumping Effect of a Submerged Barrier', Proc. International Conference on Coastal Structures, pp 667-674
  10. Ergun, S. (1952). 'Fluid Flow Through Packed Columns', Chem Eng., Vol 48, No 2, pp 89-94
  11. Garcia, N., Lara, J.L. and Losada, I.J. (2004). '2-D Numerical Analysis of Near-Field Flow at Low-Crested Permeable Breakwaters', Coastal Eng., Vol 51, pp 991-1020 https://doi.org/10.1016/j.coastaleng.2004.07.017
  12. Hur, D.S. (2004). 'Deformation of Multi-Directional Random Waves Passing over an Impermeable Submerged Breakwater Installed on a Sloping Bed', Ocean Eng., Vol 31, pp 1295-1311 https://doi.org/10.1016/j.oceaneng.2003.12.005
  13. Hur, D.S., Kim, C.H., Kim, D.S. and Yoon, J.S. (2008). 'Simulation of the Nonlinear Dynamic Interactions Between Waves, a Submerged Breakwater and the Seabed', Ocean Eng., Vol 35, pp 511-522 https://doi.org/10.1016/j.oceaneng.2007.12.002
  14. Johnson, H.K., Karambas, T.V., Avgeris, I., Zanuttigh, B., Gonzalez-Maroco, D. and Caceres, I. (2005). 'Modelling of Waves and Currents around Submerged Breakwaters', Coastal Eng., Vol 52, pp 949-969 https://doi.org/10.1016/j.coastaleng.2005.09.011
  15. Kramer, M., Zanuttigh, B., van der Meer, J.W., Vidal, C. and Gironella, F.X. (2005). 'Laboratory Experiments on Low-Crested Breakwaters', Coastal Eng., Vol 52, pp 867-885 https://doi.org/10.1016/j.coastaleng.2005.09.002
  16. Ma, H.H., Mizutani, N., Eguchi, S. and Hur, D.S. (2004). 'Study on Beach Profile Change and Wave Induced Velocity Field in Permeable Beach', Journal of Civil Engineering in the Ocean, JSCE, Vol 20, pp 509-514(in Japanese) https://doi.org/10.2208/prooe.20.509
  17. Lara, J.L., Garcia, N. and Losada, I.J. (2006). 'RANS Modelling Applied to Random Wave Interaction with Submerged Permeable Structures', Coastal Eng., Vol 53, pp 395-417 https://doi.org/10.1016/j.coastaleng.2005.11.003
  18. Liu, S. and Masliyah, J.H. (1999). 'Non-linear Flows in Porous Media', J. Non-Newtonian Fluid Mech., Vol 86, pp 229-252 https://doi.org/10.1016/S0377-0257(98)00210-9
  19. Osanai, K. and Minami, M. (2003). 'Experimental Study on Vertical Velocity Distribution around the Opening of Artificial Reefs', Journal of Civil Engineering in the Ocean, JSCE, Vol 19, pp 213-218(in Japanese) https://doi.org/10.2208/prooe.19.213
  20. Sakakiyama, T. and Kajima, R. (1992). 'Numerical Simulation of Nonlinear Wave Interacting with Permeable Breakwater', Proc. 23rd Int. Conf. Coastal Eng., ASCE, pp 1517-1530
  21. Smagorinsky, J. (1963). 'General Circulation Experiments with the Primitive Equation', Monthly Weather Review, Vol 91, No 3, pp 99-164 https://doi.org/10.1175/1520-0493(1963)091<0099:GCEWTP>2.3.CO;2
  22. Yanashiro, M., Yoshida, A. and Irie, I. (1999). 'Experimental Study on Wave Field Behind a Submerged Breakwater', Proc., International Conference on Coastal Structures, pp 675-682
  23. van Gent, M.R.A. (1995). Wave Interaction with Permeable Coastal Structures, Ph.D. Thesis, Delft University The Netherlands