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제주도 한천의 홍수유출 흐름 해석

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Abstract
As for the dry streams in Jeju island, there are virtually no researches on the analysis of 2 dimensional flow of stream, and the 1 analysis executed by river maintenance basic plan was the only on in practice. In addition, dry streams in island areas tend to show the characteristics of mountain stream and abrupt flood runoff, so they require field observation suitable for flood runoff characteristics, establishment of data and analysis of flow utilizing it.
In this study, the water surface elevation and water velocity upon flood runoff were observed on Han stream a dry stream of Jeju island, and after the water surface elevation and water velocity at the cross-section used at establishment of river maintenance basic plan and those at the cross-section of actual terrain were compared with the use of HEC-RAS and the HEC-GeoRAS based GIS, the 1 dimensional analysis model, the lateral hydraulic characteristics and curved channel of stream were analyzed by applying SMS-RMA2 a 2 dimensional model.
The results of analysis using HEC-RAS model and HEC-GeoRAS model indicated that the distribution ranges of water surface elevation and water velocity were similar, but the water surface elevation by section showed difference of 0.7~2.18 EL.m and 0.88~1.16 EL.m respectively, and water velocity also showed differences of maximum 1.58m/sec and 2.67m/sec. SMS-RMA2 analysis was done with the sphere of Muifa the typhoon as boundary condition, and as a result, water velocity distribution was found to be 1.440 through 3.626 m/sec, and the difference of lateral water velocity in No. 53 and 61 the curved channel of stream was analyzed to be 1.222 and 1.181 m/sec.
In conclusion it is anticipated that the flow analysis of 2 dimension model of stream can reflect the hydraulic characteristics by the stream curved channel or width and shape, and can be applied effectively in the establishment of river maintenance basic plan or management and designing of stream.
Author(s)
양원석
Issued Date
2013
Awarded Date
2013. 2
Type
Dissertation
URI
http://dcoll.jejunu.ac.kr/jsp/common/DcLoOrgPer.jsp?sItemId=000000006235
Alternative Author(s)
Yang,Won Seok
Affiliation
제주대학교 대학원
Department
대학원 토목해양공학과
Advisor
양성기
Table Of Contents
Ⅰ. 서론 1
1. 연구의 배경 1
2. 연구의 목적 3

Ⅱ. 연구대상 지역 및 연구방법 4
1. 연구대상 지역의 선정 4
2. 연구대상 지역의 현황 7
2.1 하상 경사 현황 8
2.2 평균고도 및 평균경사 10
3. 연구의 방법 12

Ⅲ. 모형의 이론적 배경 14
1. HEC-RAS 모형의 기본이론 14
2. HEC-GeoRAS 모형의 기본이론 19
3. SMS-RMA2 모형의 기본이론 22
3.1 유한요소망의 구성 24
3.2 경계조건 및 초기조건 24

Ⅳ. 하천의 흐름해석을 위한 입력자료 구축 26
1. 하천단면의 결정 26
2. 매개변수와 경계조건의 설정 29
2.1 매개변수의 결정 29
2.2 경계조건의 설정 30
3. 하천경계선의 설정 39

Ⅴ. 하천 흐름해석 모형의 결과와 비교 43
1. HEC-RAS와 HEC-GeoRAS 모형의 결과와 비교 43
2. SMS-RMA2 모형의 결과 50
2.1 1차원해석 모형과 SMS-RMA2 모형의 결과와 비교 50
2.2 현장관측 자료의 SMS-RMA2 적용 결과 55


Ⅴ. 결론 및 제언 60

참고문헌 62

감사의 글 64
Degree
Master
Publisher
제주대학교
Citation
양원석. (2013). 제주도 한천의 홍수유출 흐름 해석
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General Graduate School > Civil and Ocean Engineering
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