Parallel Reservoir Analysis of Drought Period by Water Supply Allocation Method

공급량 배분기법을 이용한 갈수기 병렬저수지 해석

  • Park Ki-Bum (Department of Construction Information, Andong Science College) ;
  • Lee Soon-Tak (School of Civil, Urban & Environment Engineering, Yeungnam University)
  • 박기범 (안동과학대학 건설정보과) ;
  • 이순탁 (영남대학교 토목도시환경공학부)
  • Published : 2006.03.01


In this study, an optimization technique was developed from the application of allocation rule. The results obtained from the water supply analysis and reliability indices analysis of Andong dam and Imha dam which are consist of parallel reservoir system are summarized as the followings; Allocation rule(C) is effective technique at the parallel reservoir system because results of the water supply analysis, storage analysis and reliability indices analysis is calculated reasonable results. Also, reliability indices analysis results are not sufficient occurrence based reliability or quantity based reliability. Thus reliability indices analysis are need as occurrence based reliability, quantity based reliability vulnerability, resilience, average water supply deficits and average storage. And water supply condition is better varying water supply condition than constant water supply condition.


  1. Clark Edward, J., 1950, New York control curves, J. Am. Water Works Assoc., 42(9), pp.823-857
  2. Sharon, A. J., K. Staschus 1991, Heuristic Operating Policies for Reservoir System Simulation, Water Resources Research, 27(5), pp.673-685
  3. J, R. L. and J. Guzman, 1999, Derived Operating Rules for Reservoirs in Series or in Parallel, Journal of Water Resources Planning and Management, 125(3), pp.143-153
  4. 박기범, 이순탁, 2004, 가뭄기간의 저수지 운영 방안에 관한 연구, 한국환경 과학회지, 13(12), pp.1041-1048
  5. Tu, M. Y., 2002, Optimal of Reservoir Operation and Rule Curves by Mixed-Interger Programming., Ph. D. thesis California Univ., Los Angels
  6. ReVelle, C. S., E. Joeres and W. Kirby, 1969, The Linear Decision rule in Reservoir Management and Design, Development of the Stochastic Model, Water Resources Research, 5(4), pp.197-203
  7. Hashimoto, T., J. R. Stedinger and D. P. Loucks, 1982, Reliability, Resiliency, and Vulnerability Criteria For Water Resources Systern Performance Evalu-ation, Water Resources Research, 18(1), pp.14-20
  8. Vortruba, L. and V. Broza, 1989, Water management in reservoirs. Elsevier, Amsterdam-Oxford-New York-Tokyo
  9. Srinivasan, K., T. R. Neelakantan, N. P. Shyam and C. Nagarajukumar, 1999, Mixedinteger programming model for reservoir performance optimization., Journal of Water Resources Planning and Management, 25(5), pp. 298-301
  10. 심명필, 이봉희, 김경탁, 1997, 저수지 물공급을 위한 신뢰도 분석에 관한 연구, 한국수자원 학회지, 30(5), pp.527-537
  11. ReVelle, C. S, 1999, Optimizing Reservoir Resources Including A New Model for Reservoir Reliability, John Willy & Sons Inc., pp. 22-44
  12. May, W. S., J. L. Cohon and C. S. Revelle, 1986, A programming model for analysis of the reliability, resilience and vulnerability of a water supply reservoir, Water Resources Research, 22(4), pp.489-498
  13. 정상만, 신현민, 1994, 다목적댐의 용수공급능력 평가방법의 개선, 한국건설기술연구원 연구보고서, 74-WR-lll