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Directional Asymmetry Parameter and Maximum Spreading Parameter of Random Waves Incident on a Planar Slope

경사면을 입사하는 불규칙파랑의 방향 비대칭 매개변수 및 최대 방향분포 매개변수

  • Jung, Jae-Sang (Rural Research Institute, Korea Rural Community Corporation) ;
  • Lee, Changhoon (Department of Civil and Environmental Engineering, Sejong University) ;
  • Cho, Yong-Sik (Department of Civil and Environmental Engineering, Hanyang University)
  • 정재상 (한국농어촌공사 농어촌연구원.한양대학교 건설환경공학과) ;
  • 이창훈 (세종대학교 건설환경공학과) ;
  • 조용식 (한양대학교 건설환경공학과)
  • Received : 2012.11.21
  • Accepted : 2013.02.22
  • Published : 2013.02.28

Abstract

Multidirectional random waves that obliquely approach the shore were found to become directionally asymmetric due to refraction. The directional asymmetry was expressed in terms of the asymmetry parameter which is related to the maximum spreading parameter ($s_{max}$). In this study, we calculate variation of both the asymmetry and maximum spreading parameters at different water depths for various cases of incident wave angles and maximum spreading parameters in deep water. These values are different from Goda and Suzuki (1975) who neglected directional asymmetry of waves. In calculating directional asymmetry and maximum spreading parameters, we use the JONSWAP spectrum (Hasselmann et al., 1973) and Lee et al.'s (2010) directional distribution function. The processes and results are nondimensionalized with significant wave height, peak frequency and peak wave length in deep water.

해안선에 비스듬히 입사하는 다방향 불규칙파랑은 굴절에 의해 방향 비대칭성이 발생한다. 방향 비대칭은 최대 방향분포 매개변수($s_{max}$)와 연관된 비대칭 매개변수의 항으로 표현된다. 본 연구에서는 심해에서 다양한 주파향각과 최대 방향분포 매개변수 등의 특징을 갖는 다방향 불규칙파랑에 대해 수심 변화에 따른 비대칭 매개변수와 최대 방향분포 매개변수의 변화를 계산하였다. 계산 값들은 파랑의 방항 비대칭성을 무시한 Goda and Suzuki(1975)에 의한 결과와는 다르다. 비대칭 매개변수와 최대 방향분포 매개변수의 계산을 위해 JONSWAP 스펙트럼(Hasselmamn et al., 1973)과 Lee et al.(2010)의 방향 분포 함수를 사용하였다. 계산 과정과 결과들은 일반화를 위해 심해에서의 유의파고, 첨두주기, 첨두주기에 해당하는 파장 등으로 무차원화 하였다.

Keywords

References

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