Scattering of Obliquely Incident Waves by a Semi-infinite Breakwater or a Breakwater Gap of Partial Reflection

부분 반사 반무한 방파제 또는 방파제 개구부에 사각으로 입사하는 파의 산란

  • Kim, Han-Na (Department of Civil and Environmental Engineering, Seoul National University) ;
  • Suh, Kyung-Duck (Department of Civil and Environmental Engineering, Seoul National University)
  • 김한나 (서울대학교 건설환경공학부) ;
  • 서경덕 (서울대학교 건설환경공학부)
  • Published : 2009.08.31

Abstract

In the present paper, analytic solutions are derived for scattering of obliquely incident waves by a semi-infinite breakwater or a breakwater gap of partial reflection. In order to examine the appropriateness of the derived solutions, they are compared with the solutions derived by McIver in 1999 and Bowen and McIver in 2002 for a semi-infinite breakwater and a breakwater gap, respectively, in the case of perfect reflection. The derived analytic solutions are used to investigate the effect of reflection coefficient of the breakwater and wave incident angle upon the tranquility at harbor entrance. The tranquility is deteriorated by the reflected waves as the reflection coefficient increases and as the waves are incident more obliquely.

본 논문에서는 부분 반사 반무한 방파제 또는 방파제 개구부에 사각으로 입사하는 파의 산란에 대한해석 해를 유도하였다. 유도된 해의 타당성을 검토하기 위하여, 완전 반사의 경우에 대하여, McIver 및 Bowen andMcIver가 1999년과 2002년에 각각 반무한 방파제와 방파제 개구부에 대하여 유도한 식의 결과와 비교하였다. 또한 유도된 해석 해를 이용하여 방파제의 반사계수와 파의 입사각이 항 입구에서의 정온도에 미치는 영향을 조사하였다. 방파제의 반사계수가 증가함에 따라, 그리고 파가 사각으로 입사함에 따라, 반사파의 영향으로 항 입구의정온도가 악화된다.

Keywords

References

  1. 서경덕, 김한나 (2007). 부분반사 전면 및 완전반사 후면을 갖는 반무한 방파제 또는 방파제 개구부에 의한 파의 산란. 한국해안.해양공학회지. 19(3). 183-193
  2. Bowen, M.K. and McIver, P. (2002). Diffraction by a gap in an infinite permeable breakwater. J. Waterway, Port, Coastal and Ocean Eng. 128(1), 2-9 https://doi.org/10.1061/(ASCE)0733-950X(2002)128:1(2)
  3. Lamb, H. (1945). Hydrodynamics, 6th ed., Dover, New York, 538-540
  4. McBride, M.W., Smallman, J.V. and Allsop, N.W.H. (1994). Design of harbour entrances: Breakwater design and vessel safety. Proc. Int. Conf. on Hydro-Technical Eng. for Port and Harbor Construction, PHRI, Yokosuka, Japan, 525-541
  5. McIver, P. (1999). Water-wave diffraction by thin porous breakwater. J. Waterway, Port, Coastal and Ocean Eng. 125(2), 66-70 https://doi.org/10.1061/(ASCE)0733-950X(1999)125:2(66)
  6. Penney, W.G. and Price, A.T. (1952). The diffraction theory of sea waves and the shelter afforded by breakwaters. Philosophical Transactions of Royal Society, Series A 244, 236-253 https://doi.org/10.1098/rsta.1952.0003
  7. Sollitt, C.K. and Cross, R.H. (1972). Wave transmission through porous breakwaters. Proc. 13th Int. Conf. on Coastal Eng., ASCE, Vancouver, 1827-1846
  8. Sommerfeld, A. (1896). Mathematische theorie der diffraction. Mathematische Annalen 47, 317-374 https://doi.org/10.1007/BF01447273
  9. Yu, X. (1995). Diffraction of water waves by porous breakwaters. J. Waterway, Port, Coastal and Ocean Eng. 121(6), 275-282 https://doi.org/10.1061/(ASCE)0733-950X(1995)121:6(275)