Real-time optimal operation of multiple reservoirs system;Çok barajli sistemde gerçek zamanh optimal i̇şletme

Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers

Volumn 22, Issue 2, 2011, Pages 5359-5385

  Opan, Mücahit ^a  

^a KOCAELI UNIVERSITY   (Turkey)

Author keywords

Dynamic programming with successive approximations; Energy production; Flood control; Long and short term optimal operation; Real time optimal operation

Indexed keywords

CONTROL OBJECTIVES; DEVELOPED MODEL; ENERGY PRODUCTIONS; KINEMATIC WAVES; LONG AND SHORT TERM OPTIMAL OPERATION; LONG TERM; MULTI OBJECTIVE; OBJECTIVE FUNCTIONS; OPTIMAL ENERGY; OPTIMAL OPERATION; OPTIMIZATION TECHNIQUES; REAL-TIME OPTIMIZATION; SHORT TERM; SHORT-TERM OPTIMAL OPERATION; SUCCESSIVE APPROXIMATIONS; WATER RESOURCE SYSTEMS; WATER RESOURCES SYSTEMS;

APPROXIMATION THEORY; C (PROGRAMMING LANGUAGE); FLOOD CONTROL; FLOOD DAMAGE; OPTIMIZATION; RESERVOIRS (WATER); WATER DISTRIBUTION SYSTEMS; WATER RESOURCES;

DYNAMIC PROGRAMMING;

EID: 79956138138     PISSN: 13003453     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (26)

1. Opan M., Çok barajli sistemlerde çok amaçli optimal işletme, Kocaeli Üniversitesi, Fen Bilimleri Enstitüsü, İnşaat Mühendislig̀i Anabilim Dali, Doktora Tezi, 2007.
2. Labadie J. W. Optimal operation of multi-reservoir system: State-of-the-art review, Journal of Water Resources Planning and Management, 130-2, 93-111, 2004. (Pubitemid 38459486)
3. Georgakakos A., The value of stream flow forecasting in reservoir operations, Water Resources Bulletin, 25-4, 789-800, 1989.
4. Labadie J., Lazaro R. and Morrow D., Worth of short-term rainfall forecasting for combined sewer overflow control, Water Resources Research, 17-6, 1594-1604, 1981.
5. Mishalani N. and Palmer N., Forecast uncertainty in water supply reservoir operation, Water Resources Bulletin, 24-6, 1237-1245, 1988.
6. Wasimi S., and Kitanidis P., Real-time forecasting and daily operation of a multireservoir system during floods by linear quadratic Gaussian control, Water Resources Research, 19-6, 1511-1522, 1983.
7. McLaughlin D. and Velasco H., Real-time control of a system of large hydropower reservoirs, Water Resources Research, 26-4, 623-635, 1990.
8. Philbrick C. and Kitanidis P., Limitations of deterministic optimization applied to reservoir operations, Journal of Water Resources Planning and Management, 125-3, 135-142, 1999.
9. Georgakakos A. And Marks D., A new method for the real time operation of reservoir systems, Water Resources Research, 23-7, 1376-1390, 1987. (Pubitemid 17621166)
10. Georgakakos A., Extended linear quadratic gaussian control: Further extensions, Water Resources Research, 25-2, 191-201, 1989.
11. Georgakakos A., Yao H. and Yu Y., Control model for hydro-electric energy-value optimization, Journal of Water Resources Planning and Management, 123-1, 30-38, 1997.
12. Unver O. and Mays L., Model for real-time optimal flood control operation of a reservoir system, Journal of Water Resources Planning and Management, 4, 21-46, 1990.
13. Labadie J., Optimal use of in-system storage for real-time urban storm water control, Urban Strom water Drainage: Proc., U.S.-Italy Bilateral Seminar, Cao et al., eds., Water Resources Publications, Highlands Ranch, Calif., 1993.
14. Shim K.-C., Fontane D. and Labadie J., Spatial decision support system for integrated river basin flood control, Journal of Water Resources Planning and Management, 128-3, 190-201, 2002.
15. Howard C., Optimal integrated scheduling of reservoirs and generating units, Leading Edge Technology: Hydro- Vision Conf., Phoenix, Ariz. Oper., 1994.
16. Sert M., Kiziltan G., Dalgiç A. İ., Karadeniz M., Ünal A. U. ve Uşkay S., Bir akarsu üzerindeki bir seri hidroelektrik tesisin optimal boyutlandirma ve isletilmesi, Munzur Suyu Projesi Uygulamasi, TÜBİTAK Marmara Bilimsel ve Endüstriyel Araştirma Enstitüsü, Yöneylem Araştirmasi Bölümü, Gebze-Kocaeli, 1982.
17. Sert M., Öcal M., Oktay N. ve Ertug̀rul M., Sakarya Havzasi optimal enerji üretimi projesi, TÜBİTAK Marmara Bilimsel ve Endüstriyel Araştirma Enstitüsü, Yöneylem Araştirmasi Bölümü, Gebze-Kocaeli, 1983.
18. Yi J., Labadie J. and Stitt S., Dynamic optimal unit commitment and loading in hydropower systems, Journal of Water Resources Planning and Management, 129-5, 388-398, 2003.
19. Sen S. and Yakowitz S., A quasi-Newton differential dynamic programming algorithm for discrete-time optimal control, Automática, 23-6, 749-752, 1987. (Pubitemid 18544342)
20. Sherkat V., Campo R., Moslehi K. and Lo E., Stochastic long-term hydro-thermal optimization for multireservoir systems, IEEE Trans. Power Appar. Syst., Pas.-104-8, 2040-2050, 1985.
21. Brakensiek D. L., A simulated watershed flow system for hydrograph prediction: a kinematic application, Proceedings, International Hydrology Symposium, Fort Collins, Colo., vol. 1, pp.3.1 -3.7, 1967.
22. Eagleson P. S., Dynamic Hydrology, McGraw-Hill, New York, 1970.
23. Overton D. E. and Meadows M. E., Stream water modeling, Academic Press, New York, 1976.
24. Stephenson D. and Meadows M. E., Kinematic hydrology and modeling, Developments in Water Science. 26, Elsevier, Amsterdam, 1986.
25. Overton D. E., Route or convolute?, Water Resources Research, vol.4, no.1, pp.43-52, 1970.
26. Overton D. E., Estimation of surface water lag time from the kinematic wave equations, Water Resources Bulletin, vol.7, no.3, pp.428-440, 1971.