담수유입과 바람의 상호작용에 의한 폐쇄성 해역의 물질체류시간 수치예측
- Abstract
- The coastal sea were gradually polluted due to large scale of coastal development projects, reclamation and so on. Due to influx of pollutants through the river, eutrophication is getting worse. So contamination of coastal sea makes people get interest.
In Masan bay, study area, the influx of freshwater to coastal sea is 765,000 t/day and average velocity near Masan port where contaminant influx is most high in Masan bay is weak about 2∼3 m/sec. It indicate through river near Masan port influx of contaminants is considerable but it is long to escape the Masan bay. And due to shallow water depth of study area the transportation of material is affected by wind stress easily.
In this paper, we study the effects of freshwater influx and wind stress in residence time to understand long term material transportation. To understand the transportation we use the model and simulate the tidal currents. Then through the model, we calculate the residence time each particle escapes the area.
The average residence time decreased about 10 days in upper area by freshwater and about 1 day in middle area by wind stress. And the result of interaction between freshwater and wind is similar to the result of freshwater effect.
The results of simulation provide the spatial distribution of average residence time is controlled by freshwater and wind respectively. But the rate and range of effect of these factors are different.
- Author(s)
- 김진호
- Issued Date
- 2011
- Awarded Date
- 2011. 2
- Type
- Dissertation
- Keyword
- 체류시간 바람 담수
- Publisher
- 부경대학교
- URI
- https://repository.pknu.ac.kr:8443/handle/2021.oak/9668
http://pknu.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000001963924
- Affiliation
- 부경대학교 대학원
- Department
- 대학원 해양공학과
- Advisor
- 이인철
- Table Of Contents
- 1. 서론 1
1.1 연구배경 및 필요성 1
1.2 연구내용 및 목적 4
1.3 체류시간의 연구사 및 정의 6
2. 자료 및 방법 9
2.1 마산만 해역 자료 9
2.1.1 조석 9
2.1.2 대기 기상 10
2.1.2 유입 하천 12
2.2 Case study 14
2.3 해역의 구분 15
2.4 모델의 개요 16
2.4.1 EFDC 16
2.4.2 Particle tracking model 19
2.5 해수유동모형 수치실험 20
2.5.1 모델 격자 구성 20
2.5.2 실험조건 20
2.5.3 모델검증 21
2.6 입자추적모형 수치실험 24
2.6.1 실험조건 24
2.6.2 평균체류시간 계산 24
3. 결과 및 고찰 25
3.1 폐쇄성 해역의 해수유동 특성 25
3.1.1 조석만을 고려한 경우 25
3.1.2 담수유입을 고려한 경우 30
3.1.3 바람을 고려한 경우 35
3.1.4 담수유입과 바람을 고려한 경우 45
3.2 체류시간 해석 결과 55
3.2.1 조석만을 고려한 경우 55
3.2.2 담수유입을 고려한 경우 57
3.2.3 바람을 고려한 경우 60
3.2.4 담수유입과 바람을 고려한 경우 66
3.3 해역별 체류시간 비교 결과 72
4. 결론 77
4.1 요약 및 결론 77
4.2 추후 연구 79
참고문헌 80
- Degree
- Master
-
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