Journal of Ocean Engineering and Technology (한국해양공학회지)

Korean Society of Ocean Engineers (한국해양공학회)
권호 표지
DOI QR코드

DOI QR Code

Study of Wave Absorbing Effect of Submerged Breakwater

잠제의 소파효과에 관한 실험적 연구

  • Lee, Hyun-Jin (Department of Civil Engineering, Kunsan National University) ;
  • Shin, Moon-Seup (Department of Civil Engineering, Kunsan National University)
  • 이현진 (군산대학교 토목공학과) ;
  • 신문섭 (군산대학교 토목공학과)
  • Received : 2011.10.12
  • Accepted : 2011.12.23
  • Published : 2011.12.31
Download PDF
⟨ Previous Next ⟩

Abstract

Various types of coastal structures have been constructed to prevent coastal disasters. Among these coastal structures, submerged breakwaters have been used more widely than all of the other coastal structures because of their excellent advantages in scenery effects, construction efficiency, and environmental benefits. This study investigated the potential of the horizontal plate submerged breakwater model. Usually, it is necessary for a submerged breakwater to minimize and compensate for the negative impacts on the marine environment and ecosystem caused by the marine construction. Thus, the prevention of coastal disasters was verified for this submerged breakwater model, regardless of its function as a fish reef. The purpose of this study was to investigate the hydraulic characteristics with changes in the crest width and porosity of a horizontal plate submerged breakwater and compare the results of this study with the results of other studies on permeable and impermeable submerged breakwaters.

Keywords

References

  1. Hamaguchi, T., Uda, T., Inoue, C., Igarashi A. (1991). "Field Experiment on Wave-Dissipating Effect of Artificial Reefs on the Niigata Coast".
  2. Hiroshi, H.G. and Takao, S.M.(1996). New concept of Breakwater Structure More Suitable to Fishery Resource Propagation
  3. Hur, D.S., Mizutani, N. (2001) "Experimental Study on Wave Forces Acting on a Structure Installed on a Submerged Breakwater", Asian and Pacific Coastal Engineering
  4. Johnson, H.K. (2006). "Wave Modelling in The Vicinity of Submerged Breakwaters", Coastal Eng., 53, pp 39-48. https://doi.org/10.1016/j.coastaleng.2005.09.018
  5. Johnson, H.K., Karambas, T.V., Avgeris, I., Zanuttigh, B., Gon zalez-Maroco, D. and Caceres, I. (2005). Modelling of waves and currents around submerged breakwaters. Coastal Eng., 52, pp 949-969. https://doi.org/10.1016/j.coastaleng.2005.09.011
  6. Krystian W. Pilarczyk and Rijkswaterstaat (2003). "Design of Low-Crested Submerged Structures", International Conference on Coastal and Port Engineering in Developing Countries.
  7. 김도삼 (2000). "Wave Scattering by Multi-Rowed Submerged Breakwaters", 대한토목학회 논문집 20(1-B), pp 85-94.
  8. 김도삼, 이광호, 허동수, 김정수 (2001). "Numerical Simulation of Wave Fields Due to the Impermeable Submerged Breakwater Using VOF Method", 대한토목학회 논문집 21(5-B) pp 551-560.
  9. 새만금지구 수리실험 및 파랑관측 보고서 (1990-2002). 농어촌공사, 농림수산부
  10. 신문섭 (1999a). "새만금 간척에 따른 미티게이션", 한국농공학회지 44(5).
  11. 신문섭 (1999b). "새만금 간척에 따른 역기능 보완에 관한 연구", 대한토목학회논문집, 19(3), pp 317-327.
  12. 유대성 (2004). 친수환경 조성을 위한 잠제의 수리특성에 관한 연구, 군산대학교 석사학위 논문.
  13. 허동수, 이우동 (2007). "잠제 주변의 파고분포 및 흐름의 3차원 특성; PART I-해빈이 없을 경우", 대한토목학회논문집, 27(6B), pp 689-701.
  14. 허동수, 이우동 (2008a). "잠제 주변의 파고분포 및 흐름의 3차원 특성; PART II-해빈이 있을 경우" 대한토목학회논문집, 28(1B), pp 115-123.
  15. 허동수, 이우동, 염경선 (2009). "잠제 설치 연안역의 파동장에 미치는 해안곡률의 영향", 대한토목학회논문집, 29(5B), pp 463-472.