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An Analytical Study on the Structural Performance Evaluation of the Multistage Overturing Movable Gate

다단전도방식 가동보의 구조성능 평가를 위한 해석적 연구

  • Received : 2013.08.12
  • Accepted : 2013.10.01
  • Published : 2013.12.27

Abstract

Numerous water gates have been constructed and are under construction for the control of water level because, due to the topographical characteristics of mountainous area, many small size rivers are developed in Korean peninsula. Among the water gates, movable water gates are more efficient to control water level than the fixed water gates. By the field application of the movable water gates, many problems associated with the fixed water gates have been mitigated. The problems include the bottom water pollution, the change of habitats for the riparian organisms, etc. This is the reason to increase the field application of movable water gates. In the paper we present the result of analytical investigation pertaining to the structural behavior of multistage overturning movable water gate which is one of the movable water gates. In the analytical investigations, the finite element analysis on the constructed water gate has been conducted for illustration purposes and it was found that the multistage movable water gate is much better than the fixed and/or existing movable water gates in the point of structural and environmental performances.

References

  1. 한정호, 고대근, 임병진, 박종환, 안광국(2012) 죽산보의 어도에서 트랩 샘플링 기법을 이용한 하절기 일주기별 어류 이동성 평가, 한국영향평가, 한국환경영향평가학회, 제21권, 제6호, pp.879-891. Han, J.H., Ko, D.G., Lim, B.J., Park, J.H., and An, K.G. (2012) Summer Patterns and Diel Variations of Fish Movements Using Fish Trap Sampling Technique in the Juksan Weir, Journal of Environmental Impact Assessment, Environmental Impact Assessment, Vol. 21, No. 6, pp.879-891 (in Korean).
  2. 여창건, 김영호, 서근순, 송재우(2009) 가동보 설치로 인한 수리학적 영향 분석, 대한토목학회 정기학술대회 논문집, 대한토목학회 pp.2661-2664. Yeo, C.G., Kim, Y.H., Seo, G.S., and Song, J.W. (2009) The Study for Hydraulic Influence by Installing Movable Weir, Proceedings of Annual KSCE Conference, KSCE, pp.2661-2664 (in Korean).
  3. 김용열, 김병호, 윤순종, 민대홍, 정지승(2013) 소양강댐 강재 수문의 현장계측 및 구조해석, 한국강구조학회 2013년도 학술발표대회 논문집, 한국강구조학회 pp.143-144. Kim, Y.Y., Kim, B.H., Yoon, S.J., Min, D.H., and Chung, J.S. (2013) Field Measurement and Structural Analysis of Soyanggang Dam Steel Gate, Proceedings of 24th Annual KSSC Conference, KSSC, pp.143-144 (in Korean).
  4. 구민철, 현정재, 이갑수, 김창범(2013) 강재수문의 설계 적산지침 적용방안에 대한 연구, 한국강구조학회 2013년도 학술발표대회 논문집, 한국강구조학회 pp.43-44. Gu, M.C., Hyun, J.J., Lee, K.S., and Kim, C.B. (2013) A Study on the Application Method for Design Squaring Guideline of Hydraulic Gates, Proceedings of 24th Annual KSSC Conference, KSSC, pp.43-44 (in Korean).
  5. 이복한, 조태영, 김한주(2011) 성덕다목적댐 취수수문의 실린더게이트 기술검토사례, 한국강구조학회 2013년도 학술발표대회 논문집, 한국강구조학회 pp.145-146. Lee, B.H., Cho, T.Y., and Kim, H.J. (2013) Case Report on Technical Study for Cylinder Gate in Seong Duk Multipurpose Dam, Proceedings of 24th Annual KSSC Conference, KSSC, pp.145-146 (in Korean).
  6. 윤순종(2013) 다단전도방식을 적용한 개폐식 가동보의 구조적 안전성 검토, 연구보고서, 홍익대학교 부설 과학기술연구소. Yoon, S.J. (2013) Structural Safety Evaluation of Retractable Multistage Overturning Moveable Weir, Technical Report (in Korean).
  7. 송재우(2005) 수리학, 구미서관. Song, J.W. (2005) Hydraulics, Goomibook (in Korean).
  8. MIDAS Information Technology Co., Ltd. (2012) Analysis Reference, MIDAS Civil.
  9. Euro Inox and The Steel Construction Institute (2006) Design Manual for Structural Stainless Steel, Third Edition, Luxembourg. pp.6, 13, 15.
  10. RIST강구조연구소(2012) 스테인레스강의 설계, 구미서관, pp.28. RIST (2012) Structural Design of Stainless Steel, Goomibook (in Korean).

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