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Application of Three-Dimensional Model to Evaluate Stream Discharge Capacity due to Vegetation

식생분포에 따른 하도의 통수능 검토를 위한 3차원 모형의 적용

  • Received : 2010.08.18
  • Accepted : 2010.12.30
  • Published : 2011.02.28

Abstract

Recently, the social and environmental functions of nature river are important due to the increase of expectation for river restoration. So it should be considered the effect of vegetation affecting the conveyance capacity and hydraulic resistance. However, it has not yet proposed a objective standard and modeling method to estimate the effect of conveyance capacity according to vegetaion distribution in the watercourse such as water level or velocity. Therefore, this study simulates the variations of water level and velocity using 3-dimensional hydrodynamic model, EFDC, to consider a conveyance capacity in downstream of the Soyang Reservoir. The simulation results were validated using statistical index such as F-test and T-test. As results, the water level rises about 0.01 to 0.47m and velocity difference are about -0.95m/s to 0.23m/s.

Keywords

References

  1. 김지성, 김극수, 김원, 노준우, 김호준, 2009, 소양강댐 하류구간 자생 수목군에 의한 흐름저항 영향 평가, 한국수자원학회 학술발표회 논문집.
  2. 노준우, 신현호, 김호준, 2010, 소양강 댐 직하류 하천의 식생 영향에 의한 통수능 분석, 대한토목학회논문집, 30(6B), 533-540.
  3. 안기홍, 이규탁, 반양진, 손병용, 2010, 국내 댐 저수지에 대한 3차원 수리.수질예측 모델의 적용성 평가, 한국수자원학회지, 43(6), 35-41.
  4. 이삼희, 2000, 하천식생의 수리특성에 관한 연구, 한국수자원학회지, 33(1), 63-71.
  5. 이준호, 윤세의, 2007, 개수로에서의 식생에 의한 수리특성 변화에 관한 실험적 연구, 한국수자원학회논문집, 40(3) 265-276.
  6. 장창래, 2006, 하천의 지형변동과 식생, 한국수자원학회지, 39(12), 52-58.
  7. 조홍제, 최현근, 이태영, 2002, 도시하천 둔치내 식생의 평면적 분포에 따른 홍수위 변화의 실험적 연구, 한국수자원학회논문집, 35(2), 203-211.
  8. Andrew, E. D., 1984, Bed-material entrainment and htdraulic geometry of gravel-bed rivers in Colarado, Geological Society of America Bulletin, 95, 371-378. https://doi.org/10.1130/0016-7606(1984)95<371:BEAHGO>2.0.CO;2
  9. Dixon, M. D. and Turner, M. G., 2006, Regulated flow regimes on the Wisconsin River, River Research and Application, 22(10), 1057-1083. https://doi.org/10.1002/rra.948
  10. Hey, R. D. and Throne, C. R., 1986, Stable channels with mobile gravel beds, Journal of Hydraulic Engineering, ASCE, 112, 671-689. https://doi.org/10.1061/(ASCE)0733-9429(1986)112:8(671)
  11. Hunag, H. Q. and Nanson, G. C., 1997, Vegetation and channel variantion ; A case study of four snall streams in southeastern Australia, Geomorphology, 18, 237-249. https://doi.org/10.1016/S0169-555X(96)00028-1
  12. I. Braud, A. I. J. Vich, J. Zuluaga, L. Formero, A. Pedrani, 2001, Vegetation influence on runoff and sediment yield in the Andes region : observation and modeling, Journal of Hydrology, 254(2001), 124-144. https://doi.org/10.1016/S0022-1694(01)00500-5
  13. Mahoney, J. M. and Rood, S. B., 1998, Stream flow requirements for cottonwood seedling recruitment in integrative model, Wetlands, 18(4), 634. https://doi.org/10.1007/BF03161678
  14. Masterman, R. and Thorne, C. R., 1992, Predicting influence of bank vegetation on channel capacity, Journal of Hydraulic Engineering, ASCE, 118(7).
  15. Tetra Tech, Inc., 2007, The Environmental Fluid Dynamics Code Theory and Computation.
  16. Tsujimoto, T., 1999, Fluvial process in streams with vegetation, Journal of Hydraulic Research, 37(6), 789-803. https://doi.org/10.1080/00221689909498512