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Development of a Stream Discharge Estimation Program

자연하천 유량산정 프로그램 개발

  • 이상진 (한국수자원공사 수자원환경연구소) ;
  • 황만하 (한국수자원공사 수자원환경연구소) ;
  • 이배성 (한국수자원공사 수자원환경연구소) ;
  • 고익환 (한국수자원공사 수자원환경연구소)
  • Published : 2006.01.01

Abstract

In this study, we developed a program to estimate discharge efficiently considering major hydraulic characteristic including water level, river bed, water slope and roughness coefficient in a natural river. Stream discharge was measured at Gongju gauge station located in the down stream of the Daechung Dam during normal and dry seasons from 2003 to 2004. The developed model was compared with the results from the existing rating curve at T/M gage stations, and was used for runoff analyses. Evaluating the developed river discharge estimation program, it was applied during 1983-2004 that base flow separation method and RRFS (Rainfall Runoff Forecasting System) which is based on SSARR (Streamflow Synthesis And Resevoir Regulation). The result presents the stage-discharge curve creator range at the Gong-ju is overestimated by approximately $10-20\%$, especially at the low stage. It is attributed to the hydraulic characteristics at the study. The discharge simulated by the RRFS and base flow separation, which is calibrated using the measurement at the early spring and late fall season during relatively d]v season, shows the least errors. The coefficient of roughness at Gongju station varied with the high and low water level.

Keywords

References

  1. Benson, M. A. and Dalrymple, T., 1967, General field and office procedures for indirect discharge measurenents: U.S. Geological Survey Techniques of Water-Resources Investigations, book3, chap. AI, pp.30
  2. Dalrymple, T. and Benson, M. A., 1967, Measurement of peak discharge by the slope-area method: U.S. Geological Survey Techniques of Water-Resources Investigations, book 3, chap. A2, pp, 12
  3. Kim, W., Kim, Y. S., Woo, H, S., 1995, Estimation of Channel Roughness Coefficients in the Han River Using Unsteady Flow Model, Korea Water Resources Association, 28(6), pp. 133-146
  4. KOWACO, 2004, Annual Report of Daechung Multi-purpose Dam Management (in Korean). Daejeon Korea
  5. Lee, J. K., Lee, C. H., 2004, Estimation of Roughness Coefficient in Downstream Part of the Han River Using a Hydraulic Flood Routing Model, Korea Society of Civil Engineers, 24(1B), pp. 25-32
  6. Lee, S. H., Kang, S. U., 2001, Stream Discharge Estimation by Hydraulic Channel Routing and Stage Measurement, Korea Water Resources Association, 34(5), pp. 543-549
  7. MOCT, 1999, Investigation into the Stream Flow Usage in Geum River Basin and Estimation of Maintenance Flow (in Korean)
  8. MOCT, 2001, Water Vision 2020, Document of Ministry of Construction and Technology (in Korean)
  9. MOCT, 2002, Report of Monitoring the Stream Discharge in Geum River Basin (in Korean)
  10. USACE, 1991, SSARR User manual, North Pacific Div., Portland