불규칙파랑 효과를 고려한 평형단면의 특성

• 영문명: Characteristics of Equilibrium Beach Profile under Random Waves
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 이철웅(Cheol Eung Lee) 최한규(Han Kyu Choi) 한춘호(Chun Ho Han)
• 간행물 정보: 『산업기술연구』vol.16, 83~95쪽, 전체 13쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 1996.09.30

영문 초록

The equilibrium beach profiles with the effects of random waves and nonuniform grain size in the surt zone are derived from the Thornton and Guza(1983)’s energy dissipation model. The derived beach profiles are the functions of the breaking wave strength, the frequency of the incident wave, and the wave induced-energy dissipation at breaking point. It is not confirmed that the equilibrium beach profiles are better agreement with the measured profiles than the classical profiles. However, the characteristic of the changes of the beach profiles with respect to the breaking wave stgrngth and the frequency of the incident wave can be analyzed which has not been studied by the classical model.

목차

ABSTRACT

1. 서론

2. 불규칙 파랑에 의한 에너지 소산

3. 불규칙 파랑에 의한 평형 단면식의 유도

4. 평형 단면식의 비교ㆍ검토

5. 결론 및 토의

참고문헌