KSCE Journal of Civil and Environmental Engineering Research (대한토목학회논문집)

Korean Society of Civil Engeneers (대한토목학회)
권호 표지

Development and Validation of Backrouting Method

Backrouting 방법의 개발 및 적용성 검토

Cheong, Tae-Sung
정태성

  • Published : 20070700

⟨ Previous Next ⟩

Abstract

The KMoSim is a generalized multi-objective goal programming designed to simultaneously assure that water resources are allocated according to physical, hydrogeological, and institutional/administrative requirements in a river basin. The KModSim is capable of distinguishing between natural flow and various storage contract arrangements for water entitlement accounting, including storage ownership, water service contracts, and rent pool/water banking. The KMoSim is a flexible general river basin modeling tool that both the physical model of the river basin and the operating policy are defined and easily modified by the modeler through an interactive graphical user interface. In contrast with existing optimization tool, the KMoSim automatically generates the parameters related in water resources simulation. In this study, the backrouting method was developed to efficiently solve a multiobjective, linear goal programming formulation of a reservoir system and applied to the Geum River basin for validation. The results show that the simulation results from the KModSim with the backrouting method were better agreement with observed data in the Geum River basin then the results from the KModSim without the backrouting method. It is expected that the backrouting method can be used to reduce the upstream reservoir releases which can satisfy future downstream demands in spite of the time lags in downstream deliveries in the daily network.

Keywords

References

  1. 과학기술부, 한국수자원공사(2007) 유역 물 관리 운영 기술 개발 1-6-2
  2. 건설교통부, 한국수자원공사(1997) 기존댐 용수공급 능력조사 (한강수계)
  3. 고석구, 고익환, 이희승, 이광만(1991) 다기준 의사분석기법에 의한 충주저수지시스템의 운영률 비교, 대한토목학회 학술발표회 개요집, 대한토목학회, pp. 357-360
  4. 권오헌, 김규호, 윤종우(1986) 소양강다목적댐 수력발전 증대빙언l, 대한토목학회 1986년도 학술발표회 개요집, 대한토목학회, pp. 371-379
  5. 김영오, 음형일(2000) 표본추계학적 동적계획법을 사용한 충주댐의 최적운영율 산정, 2000년도 대한토목학회 학술발표회논문집, 대한토목학회, pp. 419-422
  6. 이용대, 김승권, 고익환(2005) 저수지군 연계운영을 위한 추계학적 선형계획 모형, 2005년도 대한토목학회 학술발표회논문집, 대한토목학회, pp. 262-265
  7. 한국수자원공사(1992) 낙동강수계 다목적댐 연계운영활용에 따른 통합 물관리 시스템 개발
  8. Allen, R.B., Olason T., and Bridgeman S.G. (1996) A decision support system for power systems operations management, asce fifth water resources operations management workshop, Aris P. Georgakakos and Quentin W. Martin, eds
  9. Andreu, J., Capilla J., and Sanchis E. (1996) AQUATOOL, a generalized decision-support system for water-resources planning and operational management. Journal of Hydrology 177, pp. 269-291 https://doi.org/10.1016/0022-1694(95)02963-X
  10. Bertsekas, D.P. and Tseng, P. (1994) RELAX-IV: A faster version of the RELAX code for solving minimum cost flow problems. Completion Report under NSF Grant CCR-9103804, Dept. of Electrical Engineering and Computer Science, M.I.T., Cambridge, Mass
  11. Can, E. and Houck M. (1983) Real-time reservoir operations by goal programming. Journal of Water Resources Planning and Management, 110, pp. 297-309 https://doi.org/10.1061/(ASCE)0733-9496(1984)110:3(297)
  12. HEC-5 (1998) Simulation of Flood Control and Conservation Systems User's Manual; Version 8.0. U.S. Army Corps of Engineers Hydrologic Engineering Center, Davis, CA
  13. Ko, S.K., Fontane, D.G., and Labadie, J.W. (1992) Multiobjective optimization of reservoir systems operation, Water Resources Bulletin, 28, pp. 111-127 https://doi.org/10.1111/j.1752-1688.1992.tb03158.x
  14. Kim, S.K., Lee, Y.D., Kim, J.H., and Ko, I.H. (2005) A multiple objective mathematical model for daily coordinated multi-reservoir operation, Water Science and Technology: water supply, 5, pp. 81-88 https://doi.org/10.2166/ws.2005.0086
  15. Labadie, J. (1995) River basin model for water rights planning, MODSIM: Technical Manual. Department of Civil Engineering, Colorado State University, Ft. Collins, CO
  16. Labadie, J.W. (1997) Reservoir system optimization models. Water Resources Update, 108, Universities Council on Water Resources
  17. Loganathan, G.V. and Bhattacharya, D. (1990) Goal-programming techniques for optimal reservoir operations. ASCE Journal of Water Resources Planning and Management, 116, pp. 820-838 https://doi.org/10.1061/(ASCE)0733-9496(1990)116:6(820)
  18. Robitaille A., Welt, F., and Lafond L. (1995) development of a real time river management system for hydro-quebec's short term operation. Waterpower '95, John J. Cassidy, (ed.)
  19. Schultz, G.A. (1989) Ivory tower versus ghosts? or the interdependency between systems analysts and real world decision makers in water management. Systems analysis for water resources management: closing the gap between theory and practice. Proc., Third Scientific Assembly of the International Association of Hydrological Sciences (IAHS), Baltimore, Maryland. Daniel P. Loucks and Uri Shamir, (eds.), International Association of Hydrological Sciences, Wallingford, U.K. pp. 23-32
  20. WEAP (1997) Water evaluation and planning system users guide. Tellus Institute, Boston Mass
  21. Wurbs, R. (1993) Reservoir-system simulation and optimization models. Journal of Water Resources Planning and Management, 119, pp. 455-472 https://doi.org/10.1061/(ASCE)0733-9496(1993)119:4(455)
  22. Wurbs, R. (1996) Modeling and analysis of reservoir system operations. Prentice Hall, New Jersey
  23. Yeh, W. (1985) Reservoir management and operations models: A state-of-the-art-review. Water Resour. Res., 21, pp. 1797-1818 https://doi.org/10.1029/WR021i012p01797
  24. Zagona, E., Fulp, T., Goranflo H.M., and Shane R. (1998) Riverware: a general river and reservoir modeling environment. Proc., First Federal Interagency Hydrologic Modeling Conference, Las Vegas, NV, 5-113