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하구폐색저감을 위한 도류제 제원에 관한 연구
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  • 하구폐색저감을 위한 도류제 제원에 관한 연구
  • Study on Training levee Dimension for Reduction of River Mouth Occlusion
저자명
최창진, 추연문, 김성범, 지홍기
간행물명
한국습지학회지KCI
권/호정보
2014년|16권 1호(통권44호)|pp.139-151 (13 pages)
발행정보
한국습지학회|한국
파일정보
정기간행물|KOR|
PDF텍스트(2.5MB)
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서지반출

국문초록

본 연구에서는 완경사 하천에 유입하는 지류 하구부 하도폐색현상을 규명하기 위하여 본류하도로 유입하는 합류각이 30°, 45°, 60°, 75° 형태의 가상하도 합류부의 구조를 설정한 후, 수제의 길이가 본류하도 하폭의 4%, 6%, 8%, 10%에 해당하는 도류제에 대해서 각각의 수리학적 특성을 SMS의 RMA-2와 SED2D 모형을 이용하여 수치해석을 실시하였다. 수치해석 결 과에서 설정된 적정 도류제를 낙동강 본류에 유입하는 합류각이 큰 감천 합류부와 합류각이 작은 위천 합류부에 적용하 여 유속, 수위, 하상변동 등 수리학적 특성 분석을 통한 하구폐색저감을 위한 도류제 제원을 제시하였다.

영문초록

In this study, virtual confluence of 30°, 45°, 60°, 75° type flowing into main channel was designed to comprehend occlusion phenomenon of the mouth of river, then performed numerical analysis using the RMA-2 and SED2D model of SMS according to application of 40m, 60m, 80m, 100m Training levee corresponding to main channel width ratio. Results of simulations analysis are summarized as follows. Applying appropriate Training levee length determined by numerical analysis results, Training levee dimension for occlusion reduction was studied through the analysis of velocity, water level, bed variation at the Gamchen confluence and Wichen confluence.

목차

1. 서 론
2. 이론적 배경
3. 가상하도 합류부의 모형 적용 및 분석
4. 실제하천 합류부의 모형 적용 및 분석
5. 결 론
References

참고문헌 (15건)

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