메뉴 건너뛰기
.. 내서재 .. 알림
소속 기관/학교 인증
인증하면 논문, 학술자료 등을  무료로 열람할 수 있어요.
한국대학교, 누리자동차, 시립도서관 등 나의 기관을 확인해보세요
(국내 대학 90% 이상 구독 중)
로그인 회원가입 고객센터 ENG
주제분류

추천
검색

논문 기본 정보

자료유형
학위논문
저자정보

임유성 (경북대학교, 경북대학교 대학원)

지도교수
최윤영
발행연도
2016
저작권
경북대학교 논문은 저작권에 의해 보호받습니다.

이용수0

표지
AI에게 요청하기
추천
검색

이 논문의 연구 히스토리 (2)

초록· 키워드

오류제보하기
This study is about the sediment distribution change characteristics using a two-dimensional model and selected the representative grain diameter by using the results of riverbed changes simulation using suspended sediment concentrations before and after river maintenance and river bed materials and compared and reviewed the results of simulating the resulting river bed changes. A analysis target river is Daecheon located in Gyeongju, Gyeongbuk and suspended sediment survey results showed that the suspended sediment grain diameter before and after river maintenance was found not to show a big difference, the average grain diameter before and after river maintenance 0.0606mm and 0.0591mm, respectively but it was analyzed that a significant difference occurs, the highest suspended sediment concentration before ana after river maintenance 58.6mg/l and 140.7mg/l, respectively. Also, when applying the suspended sediment concentration measured in the river bed state before river maintenance and applying suspended sediment concentration measured in the river bed state after river maintenance, various suspended sediment concentration was analyzed to generate the differences of erosion and sedimentation and based on the differences by the left bank, middle, right bank, maximum erosion 0.0028m and maximum sedimentation 0.0043m, maximum erosion 0.0013mm and maximum sedimentation 0.0027m, maximum erosion 0.0084m and maximum sedimentation 0.0062m of the difference in erosion and sedimentation were shown at the left bank, middle, right bank, respectively. Riverbed changes appear differently depending on river maintenance and the proper maintenance of the river is determined to be made when adopting an appropriate analysis method according to the riverbed shape during river maintenance and management before and after river maintenance.

목차

Ⅰ. 서 론 1
1. 연구배경 및 목적 1
2. 연구내용 및 범위 2
3. 연구동향 3
Ⅱ. 모형의 선정 및 이론적 배경 6
1. 모형의 선정 6
2. 모형의 이론적 배경 6
2.1 SMS 모형 6
2.2 FESWMS 모형 8
Ⅲ. 대상구간의 선정 및 자료구축 17
1. 대상구간 선정 17
2. 모형구축 19
2.1 FESWMS 지형자료 19
2.2 경계조건 22
2.3 조도계수 22
2.4 대표입경 23
2.5 유황분석 25
2.6 유량 및 유사량 조사 31
Ⅳ. 모형적용 및 분석 44
1. 모형의 적용 44
2. 하상변동 모의 48
Ⅴ. 결 론 58
참고문헌 63
Abstract 67

최근 본 자료

전체보기

댓글(0)

0