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
질문

논문 기본 정보

자료유형
학술저널
저자정보
저널정보
국토지리학회 국토지리학회지 국토지리학회지 제5권
발행연도
1980.1
수록면
229 - 249 (21page)

이용수

표지
📌
연구주제
📖
연구배경
🔬
연구방법
🏆
연구결과
AI에게 요청하기
추천
검색
질문

초록· 키워드

오류제보하기
Geomorphic change of the Young `San River, during in 1979. 8. N12, were measured by field survey. Such fluctuations in channel depth and width with channel shape compared with during 1948, 1974map, 1979 river channel and Hydraulic yearbook ( 92 : 19 78). Dam Yang Dam at upstream are threatened by eventual filling in by silt carried from upstream. The stream below the Dam Yang Dam increased its velocity of flow. The dependence of erosion upon velocity and discharge ismost impressive durin?; floods. The flood discharge of most rivers is many times that at low water. The Young San River, notorious for its destructive floods has a ratio annual maximum to minimum flow of 110 to 10. The greater the stream velocity increases by manmade levees after the year 1970. Young San River, after the year 1970, cut rapidly a channel deep, wide and meander cutting. Through midstream, the greater the stream velocity, by mangy-made levees, forming meander cutoff, becomes relatively narrow, irregular channels, Because ofchauging shape the channel, Kung Am, San Dong. Duk Heung., Won Dang, Sa Wol Dle meander cutting was deepened, the bank of the stream are worn away. Therefore the added velocity and discharge greatly increased the streams power in that place. In the process, the Channel was greater deepered as artificial changes(catch-sand). Although the young San po at down stream deposit the resulting load downstream. Therefore Young San River changes by year to year of river channels by :meander cutting and by artificial stream(lever, dam, bridge).

목차

등록된 정보가 없습니다.

참고문헌 (0)

참고문헌 신청

이 논문의 저자 정보

이 논문과 함께 이용한 논문

최근 본 자료

전체보기

댓글(0)

0

UCI(KEPA) : I410-ECN-0101-2022-981-001620182