Journal of Korea Water Resources Association (한국수자원학회논문집)

Korea Water Resources Association (한국수자원학회)
권호 표지
DOI QR코드

DOI QR Code

Development of TANK_GS Model to Consider the Interaction between Surface Water and Groundwater

지표수-지하수 상호흐름을 고려한 TANK_GS 모형의 개발

  • Lee, Woo-Seok (Korea Water Resources Corporation, K-water Academy) ;
  • Chung, Eun-Sung (Seoul National University of Suence & Technology, College of Civil Engineering) ;
  • Kim, Sang-Ug (National Assembly Research Service, Land, Transport and Maritime Affairs Team) ;
  • Lee, Kil-Seong (Seoul National University, Department of Civil & Environmental Engineering)
  • 이우석 (한국수자원공사) ;
  • 정은성 (서울과학기술대학교 건설공학부) ;
  • 김상욱 (국회입법조사처 입법조사관) ;
  • 이길성 (서울대학교 공과대학 건설환경공학부)
  • Received : 2010.02.18
  • Accepted : 2010.10.04
  • Published : 2010.10.31
Download PDF
⟨ Previous Next ⟩

Abstract

The purpose of this study is to consider the interaction between surface water and groundwater in basin scale by developing TANK_GS model. The soil moisture structure of tank model with 3 tanks is improved to simulate the appropriate stream-aquifer interactions. Maximum likelihood method is applied to calibrate parameters with variance functions to deal with heteroscedasticity of residuals. The parameters of improved TANK_GS model and variance function are simultaneously estimated by Simulated Annealing method, a global optimization technique. The results of TANK-GE are compared to those of the SWMM-GE model which had been developed to consider the stream-aquifer interactions. The new TANK_GS model and SWMM-GE model are applied to Gapcheon basin, which belongs to Geum River basin. TANK_GS model showed better model performance compared to the original TANK model and characterized the relationship of stream-aquifer interactions as satisfactorily as the SWMM-GE model. The sustainable groundwater yield can be estimated for the regional water resources planning using the TANK_GS model

지하수의 지속가능개발량을 산정하기 위해서는 유역 내에서 지하수 개발에 따라 시공간적으로 끊임없이 변화하는 하천과 대수층의 상호흐름을 포함한 물 순환계의 유동을 모의하여야 한다. 유역 단위의 지하수 함양 및 하천-대수층 상호흐름 특성을 모의하기 위한 강우-유출모형으로 탱크모형과 SWMM 모형을 선정하였다. 토양저류구조 표준3단 탱크모형을 하천과 대수층의 상호흐름을 모의할 수 있도록 개선하였다. 오차의 비등분산성을 고려하기 위한 분산함수를 가진 최우도추정법을 적용하고, 전역 최적화 기법인 Simulated Annealing 방법을 적용하여 탱크모형과 분산함수의 매개변수를 동시에 추정하였다. 하천-대수층 상호흐름을 개선한 SWMM-GE모형은 도시하천에 적용되어 검증을 받은바 있다. 금강의 지류인 갑천 유역에 하천-대수층 상호흐름을 개선한 탱크모형(TANK_GS)을 적용한 결과 개선 전 보다 모형성능평가가 더 나았으며, SWMM-GE 모형과 동일하게 지하수 함양 및 하천-대수층 상호흐름 현상을 잘 모의하고 있었다. 향후 권역 수자원 계획 등에 활용이 용이한 탱크모형(TANK_GS)을 이용하여 지하수의 지속가능 개발량 산정이 가능하다.

Keywords

References

  1. 건설교통부(2006). 수자원장기종합계획.
  2. 건설교통부, 한국건설교통기술평가원(2007). 우리나라 지역특성에 맞는 최적지하수 함양량산정 기법 개발. 건설교통 R&D 정책인프라사업 최종보고서.
  3. 건설교통부, 한국수자원공사(2007). 지하수관리 기본계획 보고서.
  4. 건설교통부, 한국수자원공사, 한국지질자원연구원(2004). 대전지역지하수기초조사보고서.
  5. 김남원, 정일문, 원유승(2004a). "완전연동형 SWATMODFLOW 결합모형(I): 모형의 개발." 한국수자원학회논문집, 한국수자원학회, 제37권, 제6호, pp. 499-507.
  6. 김남원, 정일문, 원유승(2004b). "완전연동형 SWATMODFLOW 결합모형(II): 모형의 평가." 한국수자원학회논문집, 한국수자원학회, 제37권, 제6호, pp. 509-515.
  7. 유동훈, 오윤창, 박창근(2001). "지표수-지하수의 연계 수치모형." 대한토목학회논문집, 대한토목학회, 제21권, 제4-B호, pp. 327-334.
  8. 윤성용, 김상준(2005). "유역 물순환을 고려한 지하수 개발가능량 산출-지하수 유동모형의 개발과 적용." 대한토목학회논문집, 대한토목학회, 제25권, 제1B호, pp.1-6.
  9. 이상호, 이정민(2007). "지하수 양수모의를위한SWMM의 수정." 수질보전한국물환경학회지, 한국물환경학회, 제23권, 제5호, pp. 628-635.
  10. Akaike, H. (1974). "A new look at the statistical model identification." IEEE Transactions on Automatic Control Ac-19, pp. 716-723.
  11. Goffe, W.L. (1996). "SIMANN: A global optimization algorithm using simulated annealing." Studies in Nonlinear Dynamics & Econometrics, Vol. 1, No. 3, pp. 169-176. https://doi.org/10.2202/1558-3708.1020
  12. James, W., Huber, W.C., Dickinson, R.E., and James, W.R.C. (2003). Users Guide to SWMM. CHI.
  13. Kirkpatrick, S., Gelatt, C.D., and Vecchi, M.P. (1983) "Optimization by simulated annealing." Science, Vol. 220, pp. 671-680. https://doi.org/10.1126/science.220.4598.671
  14. Kjelds, J., and Storm, B. (2001). "Integrated water resources modeling, water use, and water quality simulation." Proceedings of the World Water and Environmental Resources Congress, ASCE.
  15. Lal, A.M.W., Belnap, M., and Van Zee, R. (1998). "Simulation of overland and groundwater flow in the Everglades Natinoal Park." Proceedings of the International Water Resources Engineering Conference in Memphis, Tennessee, Vol. 1, American Society of Civil Engineers, pp. 610-615.
  16. Lee, E.S., Lee, K.S., Kim, S.U., and Chung, E.S. (2010). "The development of rating curve considering variance function using pseudo-likelihood estimation method." Water Resources Management, Vol. 24, No. 2, pp. 321-348. https://doi.org/10.1007/s11269-009-9448-8
  17. Maddock, T. III (1972). "Algebraic technological functions from a simulation model." Water Resources Research, Vol. 8, pp. 129-134. https://doi.org/10.1029/WR008i001p00129
  18. Maddock, T. III., and Lacher, L.J. (1991). MODRSP, a Program to Calculate Drawdown, Velocity, Storage, and Capture Response Functions for Multi-aquifer Systems. Dept. of Hydrology and Water Resources, University of Arizona, Tucson, AZ.
  19. Nathan, R.J., and McMahon, T.A. (1990). "Evaluation of automated techniques for baseflow and recession analyses." Water Resources Research, Vol. 26, No. 7, pp. 1465-1473.
  20. Rushton, K.R. (2003). Groundwater Hydrology Conceptual and Computational Models. Wiley, p. 115.
  21. Schwartz, G. (1979). "Estimating the dimension of a model." Annals of Statistics, Vol. 6, pp. 461-464. https://doi.org/10.1214/aos/1176344136
  22. Sophocleous, M.S., Perkins, S.P., Stadnyk, N.G., and Kaushal, R.S. (1997). Lower Republican Stream-Aquifer Project Final Report. Kansas Geological Survey Open File Report 97-8, 1930 Constant Avenue, University of Kansas, Lawrence, KS 66047-3726.
  23. South Florida Water Management District (1999). A Primer to the South Florida Water Management Model (Version 3.5). Hydrologic Systems Modeling Division, Planning Department, South Florida Water Management District, West Palm Beach, Florida.
  24. Sugawara, M. (1972). A Method for Runoff Analysis. Kyoritsu Shuppan Press, Tokyo. (in Japanese)
  25. Yu, Z., and Schwartz, F.W. (1998). "Application of an integrated basin-scale hydrologic model to simulate surface-water and ground-water interactions." Journal of the American Water Resources Association, Vol. 34, No. 2, pp. 409-425. https://doi.org/10.1111/j.1752-1688.1998.tb04145.x

Cited by

  1. Effects of Irrigation Reservoirs and Groundwater Withdrawals on Streamflow for the Anseongcheon Upper Watershed vol.35, pp.4, 2015, https://doi.org/10.12652/Ksce.2015.35.4.0835
  2. Gray Models for Real-Time Groundwater-Level Forecasting in Irrigated Paddy-Field Districts vol.142, pp.1, 2016, https://doi.org/10.1061/(ASCE)IR.1943-4774.0000940