한국해양대학교

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마리나 개발에 따른 소규모 연안항의 항내 정온 영향

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dc.contributor.author 이동현 -
dc.date.accessioned 2017-02-22T06:02:25Z -
dc.date.available 2017-02-22T06:02:25Z -
dc.date.issued 2015 -
dc.date.submitted 57069-08-26 -
dc.identifier.uri http://kmou.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002174878 ko_KR
dc.identifier.uri http://repository.kmou.ac.kr/handle/2014.oak/8995 -
dc.description.abstract Due to the increased demand for safety and security requirements on the port infrastructure, the harbor tranquility is one of the important parameter in the mooring basin of harbor. It relates keenly to berthing/unberthing and cargo handling works but also it is an important indicator to get the minimum water area as the safe refuge. Hupo harbor is a national coastal harbor located in east coast of Korea and a development plan for a new marina near the entrance is being carried out including berth layouts, breakwater extensions, 300m marina berths, dredging and land reclamation works. The new plan will impact on calmness of the existing port. Therefore, it is necessary to analyze in complex the variation of wave height and direction caused by wave refraction, diffraction, shoaling and reflection from the incident waves from outside the harbor. In order to check the calmness inside a harbor, the numerical models are being used currently need fundamental reviews according to the difference of results which depend on their respective features. In this study, hence, it was introduced the validity of numerical models by comparing the computational results with the hydraulic model experiment. The current investigations contribute to the existing development recommendations and provide further solutions for port planning. -
dc.description.tableofcontents ABSTRACT·······················ⅰ LIST OF TABLES····················ⅳ LIST OF FIGURES ···················ⅴ 제1장 서론······················1 1.1 연구의 배경 ···················1 1.2 연구의 내용 및 범위 ···············3 제2장 수치모델의 이론적 배경·············4 2.1 파작용 평형방정식 모델··············4 2.1.1 기본 방정식 ··················5 2.1.2 파랑에너지 변환 ················6 2.1.3 파랑의 전파 ··················15 2.2 시간의존 완경사방정식 모델············17 2.2.1 기본 방정식 ··················17 2.2.2 파랑변환 조건 ·················19 제3장 수치모델의 수립 ················25 3.1 대상해역의 조건 ·················25 3.1.1 지리적 특성 ·················25 3.1.2 기상 특성 ···················27 3.1.3 파랑 특성 ···················29 3.2 모델의 수립 ···················31 3.2.1 모델 구성의 범위················31 3.2.2 수치모델 실험 조건···············35 제4장 수치실험 및 분석 ···············38 4.1 모델의 검증 ···················38 4.2 수치해석 및 분석 결과 ··············50 4.3 침식 및 퇴적 영향분석 ··············70 4.3.1 해빈류 모형 ··················70 4.3.2 지형변동 모형 ·················72 4.3.2 해빈류 및 표사이동 분석 ············75 제5장 결론 ·····················81 참 고 문 헌 ····················84 -
dc.language kor -
dc.publisher 한국해양대학교 -
dc.title 마리나 개발에 따른 소규모 연안항의 항내 정온 영향 -
dc.title.alternative 마리나 개발에 따른 소규모 연안항의 항내 정온 영향 -
dc.type Thesis -
dc.date.awarded 2015-02 -
dc.contributor.alternativeName Lee-dong-hyun -
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토목환경공학과 > Thesis
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