한국해양대학교

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녹산국가산업단지 인근에서 해안방재를 위한 해안환경요소의 평가

DC Field Value Language
dc.contributor.author 배영종 -
dc.date.accessioned 2017-02-22T05:56:19Z -
dc.date.available 2017-02-22T05:56:19Z -
dc.date.issued 2007 -
dc.date.submitted 56850-02-09 -
dc.identifier.uri http://kmou.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002174741 ko_KR
dc.identifier.uri http://repository.kmou.ac.kr/handle/2014.oak/8828 -
dc.description.abstract In general, the coastal damage is mostly occurred by the action of complex factor like severe water waves due to variation of long period sea level such as tide, storm surge and tsunami. Among them, if the maximum storm surge height combine with high tide, severe water wave will be overflow coastal structure such as seawall, dike and revetment. Consequently, it can be cause of many life loss and badly property damage in the inland. Therefore, in order to prevent/reduce recurrence of the disaster like inundation, it is very important to investigate highly prediction and the fluctuation characteristics of the storm surge height, related to the local peculiarities at each coastal area where occurrence of the inundation is expected. In addition, in case of plan for hazard map in the coastal zone, highly forecasting of inundation regime due to the coastal flood of severe water wave is very important factor. In this study, using the numerical model, the storm surge was simulated to examine its fluctuation characteristics at the coast in front of Noksan industrial complex, Korea. Typhoon of Sarah(5914), Thelma(8705) and Maemi(0314), which caused terrible damage to the coastal area along the coast of Busan in the past, was used for storm surge simulation. The shallow water wave at the coast in front of Noksan industrial complex is calculated by applying typhoon Maemi's wind field, design water level considering storm surge height for typhoon Maemi to SWAN model. Under the condition of shallow water wave obtained by SWAN model, wave overtopping rate for dike in front of Noksan industrial complex is estimated by applying to VOF method, which can simulate the nonlinear wave including the wave overtopping process with acceptable accuracy. Finally, applying estimated wave overtopping rate to Noksan industrial complex, inundation regime was predicted. And, numerically predicted inundation regimes and depths are compared with results in on-the-spot survey, and the results agree fairly well. Therefore, newly proposed method in this study is useful tool for predicting inundation regime due to the coastal flood of severe water wave. -
dc.description.tableofcontents 제1장 서론 = 1 1.1 연구의 배경과 목적 = 1 1.2 연구의 구성 = 3 제2장 이론적 배경 = 4 2.1 폭풍해일모델 = 4 2.1.1 개 요 = 4 2.1.2 기초방정식 = 4 2.2 SWAN모델 = 7 2.2.1 개 요 = 7 2.2.2 기초방정식 = 7 2.3 VOF법 = 9 2.3.1 개요 = 9 2.3.2 기초방정식 = 9 2.3.3 이류방정식 = 11 2.4 침수범람모델 = 13 2.4.1 개요 = 13 2.4.2 기초방정식 = 13 제3장 수치해석결과 = 16 3.1 폭풍해일 = 16 3.1.1 태풍경로 및 조건 = 16 3.1.2 대상영역 = 20 3.1.3 수치계산의 검증 = 26 (1) 기압 = 26 (2) 폭풍해일고 = 28 3.1.4 최대폭풍해일고 = 30 (1) 태풍 Sarah 내습시의 최대폭풍해일고 = 30 (2) 태풍 Thelma 내습시의 최대폭풍해일고 = 30 (3) 태풍 Maemi 내습시의 최대폭풍해일고 = 30 3.2 SWAN모델에 의한 천해파랑 = 35 3.2.1 대상영역 및 조건 = 35 3.2.2 수치해석결과 = 39 (1) 신항 완공전 = 39 (2) 신항 완공후 = 42 3.3.3 설계조위결정 = 45 3.3 월파유량의 추정 및 범람해석 = 46 3.3.1 원안의 대표호안단면에서 월파유량의 추정 = 46 (1) 원안의 대표호안단면 = 46 (2) 원안의 대표호안단면에서 월파재현 = 48 (3) 원안의 대표호안단면에서 월파량 = 52 3.3.2 대안의 대표호안단면에서 월파유량의 추정 = 53 (1) 대안의 대표호안단면 = 53 (2) 대안의 대표호안단면에서 월파재현 = 55 (3) 대안의 대표호안단면에서 월파량 = 63 3.3.3 범람예측 = 64 (1) 월파유량의 변화에 따른 침수고의 변화 = 64 (2) 단면의 변화에 따른 침수고의 변화 = 67 제4장 결론 = 70 4.1 폭풍해일 = 70 4.2 SWAN모델 = 71 4.3 월파유량의 추정 및 범람해석 = 71 참고문헌 = 73 -
dc.language kor -
dc.publisher 한국해양대학교 해사산업대학원 -
dc.title 녹산국가산업단지 인근에서 해안방재를 위한 해안환경요소의 평가 -
dc.title.alternative Valuation of Coastal Environment Factor for Coastal Disaster Prevention around Noksan Industrial Complex -
dc.type Thesis -
dc.date.awarded 2007-02 -
dc.contributor.alternativeName Bae -
dc.contributor.alternativeName Yeong-Jong -
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토목‧환경공학과 > Thesis
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