학술논문
홍도항의 방파제 배치에 따른 정온도에 관한 실험적 연구
이용수 5
- 영문명
- An Experimental Study on the Calmness as a Breakwater Arrangement of Hongdo Harbor
- 발행기관
- 동아대학교 해양자원연구소
- 저자명
- 민병형(Byung-hyung Min) 민일규(ILL-kyu Min) 박한기(Han-ki Park) 이명우(Myung-Woo Lee)
- 간행물 정보
- 『동아대학교 해양자원연구소 연구논문집』제11권, 51~65쪽, 전체 15쪽
- 주제분류
- 농수해양 > 해양학
- 파일형태
- 발행일자
- 1998.12.01
4,600원
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국문 초록
영문 초록
Through a study as hydraulic model test that applied a calmness test to the coast of Hongdo harbor as an optimal surface arrangement we could reach the following conclusion
1. In case of proposal 1, if an invaded wave is H<SUB>1/3</SUB> = 8.46m, T<SUB>1/3</SUB> = 13.0sec of an each wave direction the harbor calmness is as follows.
The wave height ratio is about 0.6 at the entrance of a harbor 0.2~0.3 anchor area in general and the value under 0.1 when the wave(H<SUB>1/3</SUB>=2.0m) is invaded as usual.
2. The calmness effect is more favorable by breakwater extension as proposal 2 & 3, but if the high wave is assaulted the wave height ratio of anchor area is 0.1~0.2 owing to the diffraction wave at a SSE, SE direction.
3. In case of proposal 4 the harbor calmness is considerable satisfactory at all direction and the wave height ratio of harbor under 0.1 when the high wave is invaded.
Thereafter, a study that analyze and compare with the hydraulic model test by numerical analysis about the problem of harbor calmness that a short period wave has superiority will be continued.
1. In case of proposal 1, if an invaded wave is H<SUB>1/3</SUB> = 8.46m, T<SUB>1/3</SUB> = 13.0sec of an each wave direction the harbor calmness is as follows.
The wave height ratio is about 0.6 at the entrance of a harbor 0.2~0.3 anchor area in general and the value under 0.1 when the wave(H<SUB>1/3</SUB>=2.0m) is invaded as usual.
2. The calmness effect is more favorable by breakwater extension as proposal 2 & 3, but if the high wave is assaulted the wave height ratio of anchor area is 0.1~0.2 owing to the diffraction wave at a SSE, SE direction.
3. In case of proposal 4 the harbor calmness is considerable satisfactory at all direction and the wave height ratio of harbor under 0.1 when the high wave is invaded.
Thereafter, a study that analyze and compare with the hydraulic model test by numerical analysis about the problem of harbor calmness that a short period wave has superiority will be continued.
목차
Abstract
Ⅰ. 서론
Ⅱ. 홍도항의 해상
Ⅲ. 수리모형실험
Ⅳ. 실험결과의 고찰
Ⅴ. 결론
참고문헌
Ⅰ. 서론
Ⅱ. 홍도항의 해상
Ⅲ. 수리모형실험
Ⅳ. 실험결과의 고찰
Ⅴ. 결론
참고문헌
키워드
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