DOI QR코드

DOI QR Code

Experimental Study on Wave Transmission Coefficients of Submerged Structure : II. Rubble-Mound Type Structure armored by Tetrapods

수중구조물의 파고전달계수 산정 실험 : II. 테트라포드 피복 경사형 수중구조물

  • 이종인 (전남대학교 공과대학 토목공학과) ;
  • 김영일 (전남대학교 대학원 건축토목공학과)
  • Received : 2020.07.06
  • Accepted : 2020.08.18
  • Published : 2020.10.01

Abstract

Two-dimensional laboratory experiments were conducted in a wave flume to investigate the wave transmission phenomena of rubble-mound type submerged structures armored with Tetrapods. Different experimental conditions were included by considering relative crest depth, relative freeboard, relative crest width, wave steepness, and so on. An empirical formula was proposed to predict the wave transmission coefficients over various specifications and structural designs of the partial perforated (rubble-mound) type submerged structure from the experimental results. The proposed formula successfully predicted the wave transmission coefficients. In this study, the proposed empirical formula of the wave transmission over the rubble-mound type submerged structure was improved from the existing formula.

Tetrapod로 피복된 경사형 수중구조물을 대상으로 파랑의 전파현상을 검토하기 위해 2차원 수리실험을 수행하였다. 수리실험은 수중구조물의 서로 다른 상대여유수심, 상대여유고, 상대상단폭 및 파형경사 등을 적용하여 수행되었다. 수리실험결과를 이용하여 경사형(부분투과형) 수중구조물에 대한 파고전달계수 산정식을 제안하였다. 제안된 경험식은 경사형 수중구조물의 파고전달계수를 충분한 정도로 예측함을 확인하였으며, 기존 경험식을 개선하였다.

Keywords

References

  1. Allsop, N. W. (1983). "Low-crested breakwaters, studies in random waves." Proceedings of Coastal Structures '83, ASCE, Arlington, Virginia, USA, pp. 94-107.
  2. d'Angremond, K., van der Meer, J. W. and de Jong, R. J. (1996). "Wave transmission at low-crested structures." Proceedings of 25th International Conference on Coastal Engineering, ASCE, Orlando, Florida, USA, pp. 3305-3318.
  3. Delft Hydraulics (2002). AmWaj island development, Bahrain; physical modelling of submerged breakwaters, Report H4087, the Netherlands.
  4. Korea Construction Engineering Development (KOCED) (2019). Wave setting up technique for physical model test of harbor and coastal engineering field, SPS-F KOCED 0004-7382: 2019, Available at: www.standard.go.kr (Accessed: July 2, 2020).
  5. Kramer, M., Zanuttigh, B., van der Meer, J. W., Vidal, C. and Gironella, F. X. (2005). "Laboratory experiments on low-crested breakwaters." Coastal Engineering, Vol. 52, pp. 867- 885. https://doi.org/10.1016/j.coastaleng.2005.09.002
  6. Lee, J. I. and Bae, I. R. (2020). "Experimental study for wave transmission coefficients of submerged structure : I. Permeable type structure." Journal of the Korean Society of Civil Engineers, KSCE, Vol. 40, No. 5, pp. 485-496 (in Korean). https://doi.org/10.12652/Ksce.2020.40.5.0485
  7. Powell, K. A. and Allsop, N. W. (1985). Low-crested breakwaters, hydraulic performance and stability, Report No. SR 57, Hydraulic Research Station, Wallingford, England.
  8. Takayama, T., Nagai, K. and Sekiguchi, T. (1985). "Irregular wave experiments on wave dissipation function of submerged breakwater with wide crown." Proceedings of 32th Japanese Conference on Coastal Engineering, JSCE, Vol. 32, pp. 545-549 (in Japanese). https://doi.org/10.2208/proce1970.32.545
  9. Uda, T. (1988). Function and design methods of artificial reef, Ministry of Construction, Japan (in Japanese).
  10. van der Meer, J. W. and d'Angremond, K. (1991). "Wave transmission at low-crested structures." Proceedings of the Coastal Structures and Breakwaters Conference, ICE, London, pp. 25-41.
  11. van der Meer, J. W. and Daemen, I. F. R. (1994). "Stability and wave transmission at low-crested rubble-mound structures." Journal of Waterways, Port, Coastal and Ocean Engineering, ASCE, Vol. 120, pp. 25-42.
  12. van der Meer, J. W., Briganti, R., Zanuttigh, B. and Wang, B. (2005). "Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change." Coastal Engineering, Vol. 52, pp. 915-929. https://doi.org/10.1016/j.coastaleng.2005.09.005