海洋放流 시스템의 最適設計에 關한 硏究
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 金知姸 | - |
dc.date.accessioned | 2017-02-22T07:22:43Z | - |
dc.date.available | 2017-02-22T07:22:43Z | - |
dc.date.issued | 2001 | - |
dc.date.submitted | 56797-10-27 | - |
dc.identifier.uri | http://kmou.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002174087 | ko_KR |
dc.identifier.uri | http://repository.kmou.ac.kr/handle/2014.oak/10718 | - |
dc.description.abstract | A demand of marine outfall system have been much increased for the effective disposal of the wastewater due to population and industrial development at the coastal areas. The outfall system discharges primary or secondary treated effluent into coastline or at the deep water, or between these two. Thus there have been growing interests about plume behaviour around the outfall system. Plume or Jet discharged from single-port or multi-port diffuser impacts seriously on coastal environment. Near field mixing characteristics of discharged water field using CORMIX model has been studied for effective outfall design and indicated the result that various conditions on ambient current, depth, flow rate, effluent concentration, diffuser specification, port specification etc. influence the near field dilution and mixing. This results might contribute to deal with serious water quality problems caused by the ocean discharge. It has been founded the early dilution is important, especially for the numerical simulation by a depth averaged hydrodynamic model of diffusion mechanism at the existing flow field and applied it to the Pusan Jungang Effluent Outfall System, which is planned to be in the Gamchun harbour and will be completed in 2011. The model output showed the trajectoral variation of near-filed dilution and mixing behaviour for four temporary stations located coastline and deep water under 4 cases including flow rate the effect of different and port diameter. The variation of dilution, wastefield thickness and rise height have been simulated and found the best dilution condition under the different displacement of outfall system. On the basis of these outputs we proposed a proto type of the optimum outfall system type and the location of the diffuser. | - |
dc.description.tableofcontents | ABSTRACT = ⅰ NOMENCLATURE = ⅴ LIST OF TABLES = ⅸ LIST OF FIGURES = ⅹⅰ 1. 서론 = 1 1.1 연구의 배경 및 필요성 = 1 1.2 연구의 동향 = 4 1.3 연구의 목적 = 7 1.4 연구의 내용 = 7 2. 처리수의 해양 방류 사례 분석 = 9 2.1 국내의 해양방류 = 9 2.2 세계의 해양방류 = 13 3. 해양방류 시스템 설계의 기초이론 = 26 3.1 해양방류 시스템의 개요 = 26 3.1.1 해양방류의 수질기준 및 종류 = 26 3.1.2 해양방류시스템의 구성 = 30 3.1.3 확산관의 종류 및 설계요건 = 31 3.1.4 방류공의 종류 및 설계요건 = 34 3.2 난류제트 이론 = 36 3.2.1 난류제트의 환경조건 및 기본 가정 = 36 3.2.2 원형 부력제트와 슬롯 부력제트 = 43 3.3 수중다공확산관 이론 = 49 3.4 근역혼합 및 희석의 특성 = 53 4. 해양방류 시스템 설계인자의 분석 = 59 4.1 수치모델의 구성 = 59 4.2 방류인자별 민감도 분석 = 66 4.3 해양방류 시스템의 현장적용 = 91 4.3.1 현장실험조건 = 91 4.3.2 현장적용 및 분석 = 108 5. 해양방류수의 확산실험분석 = 144 5.1 해수유동 및 방류수 확산 모델 = 144 5.1.1 해수유동 모델 = 144 5.1.2 오염확산모델 = 148 5.2 수치모델의 구성 = 151 5.3 해양방류수의 확산 실험분석 = 154 5.3.1 해수유동실험 = 154 5.3.2 방류수 확산 실험 = 160 6. 결론 및 제언 = 173 6.1 결론 = 173 6.2 제언 = 176 참고문헌 = 178 감사의 글 = 187 | - |
dc.publisher | 한국해양대학교 대학원 | - |
dc.title | 海洋放流 시스템의 最適設計에 關한 硏究 | - |
dc.title.alternative | (A) Study on Optimum Design of Marine Outfall System | - |
dc.type | Thesis | - |
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