Development of Wetershed Runoff Index for Major Control Points of Geum River Basin Using RRFS

RRFS에 의한 금강수계의 주요지점별 유역유출지표 개발

  • 이현규 (충북대학교 지역건설공학과) ;
  • 황만하 (한국수자원공사 수자원연구원) ;
  • 고익환 (한국수자원공사 수자원연구원) ;
  • 맹승진 (충북대학교 지역건설공학과)
  • Published : 2007.03.28


In this study, we attempted to develop a watershed runoff index subject to main control points by dividing the Geum River basin into 14 sub-basins. The Yongdam multipurpose dam Daecheong multipurpose dam and Gongju gage station were selected to serve as the main control points of the Geum River basin, and the observed flow of each control point was calculated by the discharge rating curve, whereas the simulated flow was estimated using the Rainfall Runoff Forecasting System (RRFS), user-interfaced software developed by the Korea Water Corporation, based on the Streamflow Synthesis and Reservoir Regulation (SSARR) model developed by the US Army Corps of Engineers. This study consisted of the daily unit observed flow and the simulated flow of the accumulated moving average flow by daily, 5-days, 10-days, monthly, quarterly and annually, and normal monthly/annually flow. We also performed flow duration analysis for each of the accumulated moving average and the normal monthly/annually flows by unit period, and abundant flow, ordinary flow, low flow and drought flow estimated by each flow duration analysis were utilized as watershed runoff index by main control points. Further, as we determined the current flow by unit period and the normal monthly/annually flow through the drought and flood flow analysis subject to each flow we were able to develop the watershed runoff index in a system that can be used to determine the abundance and scarcity of the flow at the corresponding point.


Geum River Basin;Rating Curve;Rainfall-Runoff Model;Sensitivity Analysis;Watershed Runoff Index