수로특성을 갖는 감조하천의 퇴적환경 수치모의
DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | 이중우 | - |
dc.contributor.author | 이용훈 | - |
dc.date.accessioned | 2020-07-22T04:18:09Z | - |
dc.date.available | 2020-07-22T04:18:09Z | - |
dc.date.issued | 2020 | - |
dc.identifier.uri | http://repository.kmou.ac.kr/handle/2014.oak/12383 | - |
dc.identifier.uri | http://kmou.dcollection.net/common/orgView/200000283931 | - |
dc.description.abstract | The drainage channel located inside Asan Bay area has the characteristics of a man-made tidal stream created by the port construction. These artificially established waterways exhibit extreme characteristics, such as sedimentation or erosion, due to the large and simplified flow rates compared to ordinary streams. Therefore, in order to identify the current status of the sedimentary environment, the influences of tide, wave, and streams acting as external conditions of the sedimentary environment were analyzed in this study. The current state of flow and sedimentary environment was estimated numerically. As a result of the simulation, it has been confirmed that the ebb currents have weakened in the narrow waterway during normal period, while the ebb currents have been reinforced during the flooding period. The effects of the flow rate excluded from the stream during the flooding period are outstanding. It was also shown that erosion is dominant in the narrow waterways and curves, while in other waterways, deposition is dominant. Based on this, long-term modeling was performed for the next 1, 5 and 10 years, and as a result, it is seemed that the sedimentary environment of the drainage is kept in equilibrium. However, it is deemed necessary to analyze and make correction to the results, because the most of the drainage channels are high in the air exposure time, resulting in solidification of the ground, therefore, it does not follow the long-term simulation result. | - |
dc.description.tableofcontents | 1. 서론 1 1.1 연구 배경 1 1.2 연구 목적 3 1.3 연구 방법 4 2. 현장조사 및 대상해역의 특성 6 2.1 아산만의 지형조건 6 2.2 아산만의 해양물리적 특성 9 2.2.1 조석 9 2.2.2 조류 12 2.2.3 파랑 14 2.3 유역 및 하천 현황 17 2.3.1 일반 현황 17 2.3.2 대상유역의 기하학적 특성 18 2.3.3 하천 현황 20 3. 모델의 구성 23 3.1 해수유동 모델 23 3.1.1 지배 방정식 23 3.1.2 운동학적 경계조건 27 3.1.3 해저 경계조건 27 3.1.4 수심평균 흐름 27 3.1.5 표면 경계조건 28 3.1.6 개방 경계조건 31 3.1.7 수치해석 기법 31 3.2 퇴적물이동 모델 34 3.2.1 부유사 이송 방정식 34 3.2.2 부유사량 39 3.2.3 소류사량 41 4. 수치시뮬레이션 43 4.1 해수유동 실험 43 4.1.1 실험내용 43 4.1.2 모형 수립 44 4.1.3 모형 검증 49 4.1.4 시뮬레이션 결과 51 4.2 퇴적물이동 실험 61 4.2.1 실험내용 61 4.2.2 모형수립 62 4.2.3 모형검증 68 4.2.4 시뮬레이션 결과 68 5. 결론 및 제언 75 5.1 결론 75 5.2 제언 77 참고문헌 78 | - |
dc.language | kor | - |
dc.publisher | 한국해양대학교 대학원 | - |
dc.rights | 한국해양대학교 논문은 저작권에 의해 보호받습니다. | - |
dc.title | 수로특성을 갖는 감조하천의 퇴적환경 수치모의 | - |
dc.type | Dissertation | - |
dc.date.awarded | 2020. 2 | - |
dc.contributor.department | 대학원 토목환경공학과 | - |
dc.contributor.affiliation | 한국해양대학교 대학원 토목환경공학과 | - |
dc.description.degree | Master | - |
dc.identifier.bibliographicCitation | 이용훈. (2020). 수로특성을 갖는 감조하천의 퇴적환경 수치모의. | - |
dc.title.translated | Numerical Analysis of Sedimentatino Environment in a Tidal River with Waterway | - |
dc.identifier.holdings | 000000001979▲200000001565▲200000283931▲ | - |
Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.