DOI QR코드

DOI QR Code

2차원 수치모형을 이용한 수공구조물 설치에 따른 수리학적 흐름 영향 평가

Assessment for Characteristics of Flow According to Installing Hydraulic Structures by 2-D Numerical Model

  • 투고 : 2011.10.13
  • 심사 : 2011.11.11
  • 발행 : 2011.12.31

초록

Frequently occurring flood and drought due to abnormal climate and global warming have increased the necessity of an effective water resources control and management of river flows. The various hydraulic structures are constructed in river as part of an effective water resources management. It is very important to analyse characteristics of flow according to installing hydraulic structures in this situations. The objective of this study is to investigate the hydraulic behaviors of flow considering affections of hydraulic structures using 2-D numerical model. To do this, both RMA-2 model and developed RAM2 model are used to analyse flow phenomena before and after installation of hydraulic structures in Nakdong river. As a result of, the water surface elevation at upstream regions increased about 22cm~66cm and the velocity around the structures sharply increased after installation of structures. The measures for the rise of water surface at upstream and local scour due to high velocity around the structures must be established when the structures is constructed.

키워드

참고문헌

  1. 김상호, 최승용, 오현욱, 한건연, 2009, 자연하천에서 마름/젖음 처리를 위한 격자재구성 기법의 개발 (I): 모형의 적용 및 비교.검토, 한국수자원학회논문집, 42(11), 973-988
  2. 백중철, 허준행, 조원철, 이원환, 1996, 자연섬 보존을 위한 수공구조물 설치에 따른 수리학적 영향분석 II-이동상 수리모형 실험을 중심으로-, 1996년도 학술발표회 논문집, 대한토목학회, 173-176.
  3. 안경훈, 최계운, 조형근, 조상욱, 2009, 한강하구지역의 구조물 설치에 의한 수리학적 영향, 2009년도 학술발표회 논문집, 한국수자원학회, 858-862.
  4. 여창건, 임장혁, 이승오, 송재우, 2009, 하도 육역화 방지를 위한 수공구조물에 대한 연구, 2009년도 학술발표회 논문집, 한국수자원학회, 718-722.
  5. 윤태훈, 1982, 유한요소법에 의한 항만에서의 토사 이동 추정모형, 대한토목학회논문집, 2(2), 847-857.
  6. 한건연, 김상호(2000) Petrov-Galerkin 기법에 의한 하천에서의 이송-확산 해석, 대한토목학회 논문집, 20(2-B), 45-53.
  7. Akanbi, A.A. and Katopodes, N.D., 1988, Model for flood propagation on initially dry land, Journal of Hydraulics Engineering, ASCE, 16, 489-505.
  8. Alam, M.M. and Bhuiyan, M.A., 1995, Collocation finite element simulation of dam-break flows, Journal of Hydraulics Engineering, ASCE, 121(2), 118-128. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:2(118)
  9. Berger, R.C., 1993, A Finite Element Scheme Shock Capturing, Technical Report HL-93-12
  10. King, I.P. and Norton, W.R., 1978, Recent application of RMA's finite element models for two-dimensional hydrodynamics and water quality. Finite Elements in Water Resources Pentech Press, 81-99.
  11. Norton, W.R., 1980, EBMUD Hydrodynamic and water quality models for San Francisco bay, Resources Management Associates, 1-260.
  12. Stockstill, R.L. and Berger, R.C., 2000, Simulation of flow in hydraulic structures using ADH, ERDC/CHL CHETN-IX-4, 1-7.
  13. Stockstill, R.L. and Berger, R.C., 1994, A Two- Dimensional Flow Model for High- Velocity Channels, Technical Report REMR-HY-12
  14. Syme, W.J., 2001, Modeling of bends and hydraulic structures in a two-dimensional scheme, Proc. of Conference on Hydraulics in Civil Engineering., Australia, 2-13.
  15. Zienkiewicz, O.C. and Codina, R., 1996, A general algorithm for compressible and incompressible flow-Part I. The split, characteristic based scheme, Int. J. for Numerical Methods in Fluids, 20, 869-885.
  16. Zienkiewicz, O.C., Nithiarasu, P., Codina, R., and Vazquez, M., 1999, The characteristic based split procedure: An efficient and accurate algorithm for fluid problems, Int. J. for Numerical Methods in Fluids, 31, 359-392. https://doi.org/10.1002/(SICI)1097-0363(19990915)31:1<359::AID-FLD984>3.0.CO;2-7