한국해양공학회지 (Journal of Ocean Engineering and Technology)

  • 제27권6호
  • /
  • Pages.90-94
  • /
  • 2013
  • /
  • 1225-0767(pISSN)
  • /
  • 2287-6715(eISSN)
한국해양공학회 (Korean Society of Ocean Engineers)
권호 표지
DOI QR코드

DOI QR Code

Reflection and Transmission Coefficients for Rubble Mound Breakwaters in Busan Yacht Harbor

  • Park, O Young (Department of Civil Engineering, Pusan National University) ;
  • Dodaran, Asgar Ahadpour (Department of Civil Engineering, Pusan National University) ;
  • Bagheri, Pouyan (Department of Civil Engineering, Pusan National University) ;
  • Kang, Kyung Uk (Department of Civil Engineering, Pusan National University) ;
  • Park, Sang Kil (Department of Civil Engineering, Pusan National University)
  • 투고 : 2013.11.01
  • 심사 : 2013.12.17
  • 발행 : 2013.12.31
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

This paper reports the results obtained for there flection and transmission coefficients on rubble mound breakwaters in Busan Yacht Harbor. A2D physical model test was conducted in the wave flume at the Coastal Engineering Research Laboratory at Pusan National University, Busan, South Korea. In this study, physical model tests were completed to further our understanding of the hydrodynamic processes that surround a rubble mound structure subjected to irregular waves. In particular, the reflection and transmission coefficients, as well as the spectrum transformation, were analyzed. This analysis suggests that with an increase in wave height around a rubble mound, the reflection coefficient drastically increases at each water level (HHW or MSL or LLW). Moreover, when the water level changes from HHW to LLW, the reflection coefficient is suddenly reduced. A further result of the analysis is that the transmission coefficient strongly drops away from the rear of the structure. Finally, in regard to the rubble mound breakwater in Busan Yacht Harbor, a consideration of the reflection and transmission coefficients plays an important role in the design.

키워드

참고문헌

  1. Brebner, A., Donnelly, P., 1963. Laboratory Study of Rubble Foundations for Vertical Breakwaters. Proc. 8th coastal Engg. Conf., Mexico City, Mexico, 408-428.
  2. Goda, Y., Suzuki, Y., 1976. Estimation of Incident and Reflected Waves in Random Wave Experiments. Proc. 15th Int. Conf. on Coastal Eng. (ASCE), I, 828-845.
  3. Goda, Y., 1974. Estimation of Wave Statistics from Spectra Information. Proc. Intl. Symp. On Ocean Wave Meas. and Anal., ASCE, 1, 320-337.
  4. Hughes, S.A., 1994. Estimating laboratory oblique wave reflection. Proc. Int. Conf. Waves: Physical and numerical modelling, Vancouver, Canada, 206-215.
  5. Isaacson, M., 1991. Measurement of Regular Wave Reflection. Journal of Waterway, Port, Coastal and Ocean Eng., 117(6), 553-569. https://doi.org/10.1061/(ASCE)0733-950X(1991)117:6(553)
  6. Van der Meer, J.W., Briganti, R., Zanuttigh, B., Wang, B., 2005. Wave Transmission and Reflection at Low Crested Structures: Design Formulae, Oblique Wave Attack and Spectral Change. Coastal Eng., 52(10-11), 915-929. https://doi.org/10.1016/j.coastaleng.2005.09.005
  7. Zanuttigh, B., Van der Meer, J.W., 2007. Wave ReFlection for Composite Slopes and Oblique Waves. Proc. Coastal Structures 2007, in Press.
  8. Zanuttigh, B., Van der Meer, J.W., 2006. Wave ReFlection from Coastal Structures, Proc. ICCE 2006, 5, 4337-4349.