한국농공학회논문집 (Journal of The Korean Society of Agricultural Engineers)

  • 제46권2호
  • /
  • Pages.15-25
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  • 2004
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  • 1738-3692(pISSN)
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  • 2093-7709(eISSN)
한국농공학회 (The Korean Society of Agricultural Engineers)
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HEC-HMS와 HEC-RAS모형의 연계에 의한 댐 유역의 홍수영향 분석

Flood Effects Analysis of Reservoir Basin through the Linkage of HEC-HMS and HEC-RAS Models

  • 발행 : 2004.01.01
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초록

For the effective operation of irrigation reservoirs, a general and systematic policy is suggested to make balance of the conflicting purposes between water conservation and flood control. In this study, the flood effective analysis system was developed through the integration of long-term water budget analysis model, GIS-based HEC-HMS model and HEC-RAS model. The system structure consists of long-term water budget model using modified TANK theory, flood runoff and flood effects analysis model using HEC-GeoHMS, HEC-HMS and HEC-RAS models. The flood effects analysis system simulated the flood runoff from the upstream, downstream flood and long-term runoff of the watershed using the observed data collected from 1998 to 2002 of Seongju dam. The simulated results were reasonably good compared with the observed data. The optimal management method of the reservoir during the whole season is suggested in this study, and the flood analysis system can be a useful tool to evaluate a reservoir operation quantitatively for the mitigation of flood damages of reservoir basin.

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참고문헌

  1. Lee, Weon Hee, 2004, Development of Flood Analysis System of Watershed Using Hydraulic and Hydrologic Models, Ph.D. thesis : Konkuk University. (in Korean)
  2. Kim, S. J., and P. S. Kim, 2001, Water Management Program for Water Management Automation System with Open Architecture, Journal of the Korean Society of Agricultural Engineers, VoI.43(5) : pp.83-92. (in Korean)
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  4. Kim, H. Y. and S. W. Park., 1988, Simulating Daily Inflow and Release Rates for Irrigation Reservoirs (II), Journal of the Korean Society of Agricultural Engineers, VoI.30(2) : pp.95-104. (in Korean)
  5. Kim, T. C. and J. P. Moon., 1998, Optimal Flood Control Volume in the Irrigation Reservoir, Journal of the Korean Society of Agricultural Engineers, Vol.40(2) : pp.81-91. (in Korean)
  6. Korea Agricultural and Rural Infrastructure Corporation, 2002, Development of Flood Runoff Model and Long Term Hydrologic Model in Seongju Dam. (in Korean)
  7. US Army Corps of Engineers, 2001, HEC-RAS River Analysis System-User's Manual.
  8. Hydrologic Engineering Center, 1998, HEC-HMS Hydrologic Modeling System-User's Manual.
  9. Korean Water Resources Association, 2001, Application of GIS on Hydroengineering : 9th Hydroengineering workshop. (in Korean)
  10. Chow, V. T., 1959, "Open-Channel Hydraulics" Mcgraw-Hill Book Co.
  11. D. S. Chanasyk, E. Mapfumo, W. Willms, 2002, Quantification and simulation of surface runoff from fescue grassland watersheds, Agricultural Water Management (59) pp.137-153.

피인용 문헌

  1. Analysis of Flood Control Effects of Heightening of Agricultural Reservoir Dam vol.55, pp.4, 2013, https://doi.org/10.5389/KSAE.2013.55.4.083
  2. Flood Inundation Analysis in a Low-lying Rural Area using HEC-HMS and HEC-RAS vol.54, pp.2, 2012, https://doi.org/10.5389/KSAE.2012.54.2.001