Browse > Article
http://dx.doi.org/10.3741/JKWRA.2002.35.1.051

A Study of Optimal Operation Policy using Risk Evaluation Criteria(II) (for the Han River Reservoirs System)  

Park, Myeong-Gi (Dept. of Civil Engineering, Engineering Collage, Graduate School of Chungnam National University)
Kim, Jae-Han (Dept. of Civil Engineering, Engineering Collage, Chungnam National University)
Jeong, Gwan-Su (Dept. of Civil Engineering, Engineering Collage, Chungnam National University)
Publication Information
Journal of Korea Water Resources Association / v.35, no.1, 2002 , pp. 51-64 More about this Journal
Abstract
In this study, the formulation of the developed mixed-integer programming model for a multi-reservoir system including hydro-electric power generation (park et al., 2001) has been improved for multiple reservoir system operation using risk evaluation criteria. Sequential linear programming(SLP) was applied for the linearization of the hydro-electric energy term in the model. In order to allocate monthly reservoir release reasonably the value of weight for hydro-electric energy was assigned by level of power generation hour. The improved model was applied to the five reservoirs system in the Han river. And could be confirmed the availibility of new formulation appling risk evaluation criteria.
Keywords
Han river basin; mixed-integer programming; sequential linear programming; risk evaluation criteria; optimal reservoirs system operation;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 박명기, 김재한, 정관수. (2001). '위험도 평가기준을 적용한 댐군 최적운영방안 연구(I) - 대청댐을 중심으로 -'. 심사중
2 이규탁, 권오헌, 고석구 (1995) '축차선형계획기법에 의한 수력 발전량의 최대화' 대한토목학회논문집, 제15권, 제5호' pp. 1343-1349
3 최영송, 안정수, 박명기 (2000). 'MIP에 의한 댐군연계운영 최적화모형 개발과 개발모형에 의한 낙동강수계 용수공급능력 재평가.', 한국수자원학회논문집, 제33권, 제4 호, .pp 447-459
4 Bayazit, M., and Unal, N. E. (1990). 'Effects of hedging on reservoir perfomance.' Water Resour. Res., 26, 713-719   DOI
5 Datta, B., and Burges, S.J. (1984). 'Short-term, single, multiple-purpose reservoir operation: importance of loss functions and forecast error.' Water Resour. Res., 20, 1167-1176   DOI
6 김승권, 박영준 (1998). '댐군의 연계운영을 위한 수학적 모형'. 한국수자원학회논문집, 제31권, 제6호, pp. 779-793
7 Hashimoto, T., Stedinger, J. R., and Loucks, D. P. (1982). 'Reliability, resilience and vulnerability criteria for water resources system performance evaluation.' Water Resour. Res., 18, 489-498   DOI
8 CPLEX MANUAL (2000). ILOG CPLEX 7.0 User's Manual, ILOG COMPANY
9 Joeres, E. F., Seus, G. J., and Engelmann, H. M. (1981). 'The linear decision rule(LDR) reservoir problem with correlated inflow. I: Model development.' Water Resour. Res., 17, 18-24   DOI
10 Loucks, D. P., and Dorfman, P. J.G975). 'An evaluation of some linear decision rules in chance constrained models for reservoir planning and operation.' Water Resour. Res., 11, 777-782   DOI
11 Loucks, D. P., Stedinger, J. R., and Haith, D. A. (1981). Water resources systems planning and analysis. Prentice-Hall, Englewood Cliffs, N.J.
12 Martin, Q. W. (1987). 'Optimal daily operation of surface water systems.' J. Water Resour. Plng. and Mgmt., 113(4), 453-469   DOI   ScienceOn
13 Shih, J. S., and ReVelle, C. S. (1994). 'Water supply operations during drought: continuous hedging rule.' J. Water Resour. Plng. and Mgmt., 120, 613-629   DOI   ScienceOn
14 Trott, W. J. and Yeh, W. W-G. (1971). 'Multilevel optimization of a reservoir system.' ASCE Annual Meeting
15 Srinivasan, K., and Philipose, M. C. (1998). 'Effect of hedging on over year performance.' Water Resour. Mgmt, 12, 95-120   DOI   ScienceOn
16 Srinivasan, K., T. R. Neelakantan, P. Shyam Narayan, and C. Nagarajukumar (1999). 'Mixed-integer programming model for reservoir performance optimization.' J. Water Resour. Plng, and Mgmt., 125(5), 298-301   DOI
17 Trezos, T. (1991). 'Integer programming application for planning of hydropower production.' J. Water Resour. Plng. and Mgmt, 117(3), 340-351   DOI
18 Fiering, M B. (1982). 'Alternative indices of resilience.' Water Resour. Res., 18, 33-39   DOI
19 Grygier, J. C. and Stedinger, J. R. (1985). 'Algorithms for optimizing hydropower system operation.' Water Resour. Res., 21(1), 1-10   DOI
20 Hashimoto, T. (1980). 'Robustness, reliability, resilience and vulnerability criteria for planning water resources systems.' Ph.D. dissertation, Cornell Univ., Ithaca, N. Y.
21 ReVelle, C. S., and Joeres, E., and Kirby, W.(1969). 'The linear decision rule in reservoir management and design. I: Development of the stochastic model.' Water Resour. Res., 5, 767-777   DOI
22 Moy, W. (1983). 'Reliability, resilience and vulnerability in reservoir operations.' Ph.D. dissertation. The Johns Hopkins Univ., Baltimore, Md
23 Moy, W. S., Cohon, J. L., and ReVelle, C. S. (1986). 'A programming model for analysis of the reliability, resilience, and vulnerability of a water supply reservoir.' Water Resour. Res., 22, 489-498   DOI
24 ReVelle, C. S., and Gundelach, J. (1975). 'Linear decision rule in reservoir management and design. IV: A rule that minimizes output variance.' Water Resour. Res., 11, 197-203   DOI