Estimating and checking the Reliable water supply of Ekbatan dam Reservoir based on the Reliability level of drinking and Agricultural needs of Hamedan city
Subject Areas : water resource management
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Keywords: reliability, Ekbatan Dam, Reliable irrigation, irrigation model, reservoir exploitation, آبدهی مطمئن, مدل آبدهی, اعتمادپذیری, بهره برداری مخزن, سد اکباتان,
Abstract :
With the growing number of recent droughts in the country, correct management of water resources and prioritization of allocation, especially in cities that are in a critical situation, are important and necessary issues. The amount of water allocation in reservoir dams in different months is determined according to the reserve of the reservoir. Therefore, the purpose of this research is to estimate and check the reliability of Ekbatan Reservoir Dam in Hamedan city based on drinking and agricultural water needs, which according to the annual rainfall statistics of this basin and modeling the simulation of reliable irrigation in the MATLAB software environment. Investigating this is important and fundamental. The results of the research show that by simulating the reliable water supply of Ekbatan Dam, the water supply of this dam will be able to supply these needs according to the statistical data of rainfall, with the aim of providing 90% of the drinking needs and 80% of the agricultural needs of the dam reservoir, and it can be said that the model The reservoir defined in this research is suitable for preparing the command curve for reservoir dams due to its ability to reduce shortages and prevent the occurrence of severe shortages
Ahmed, G.L., Srivastava, D.K. and Rani, D. (2013). Optimization-simulation models for yield assessment of a single reservoir system. Journal of Indian Water Resources, Soc, 33, pp: 9–16.
Allen, R.B. and Bridgeman, S.G. (1986). Dynamic programming in hydropower scheduling. Journal of Water Resources, Plan Manage, 112, pp: 339–353.
Dahe, P.D. and Srivastava, D.K. (2002). Multireservoir multiyield model with allowable deficit in annual yield. Journal of Water Resources, Plan Manage, 128, pp: 406–414.
Dandy, G.C., Connarty, M.C. and Loucks, D.P. (1997). Comparison of methods for yield assessment of multiple reservoir systems. Journal of Water Resources, Plan Manage, 123, pp: 350–358.
Lall, U. (1995). Yield model for screening surface-and ground-water development. Journal of Water Resources, Plan Manag, 121, pp: 9–22.
Lall, U. and Miller, C.W. (1988). An optimization model for screening multipurpose reservoir systems. Water Resources, Res, 24, pp: 953–968.
Loucks, D.P. (1981). Water Resources Planning. Analysis, Prentice-Hall, New Jersey.
Loucks, D.P. and Dorfman, P.J. (1975). An evaluation of some linear decision rules in chance‐Constrained models for reservoir planning and operation. Water Resources, Res, 11, pp: 777–782.
Loucks, D.P. and Van Beek, E. (2017). Water resource systems planning and management: An introduction to methods, models, and applications. Springer.
Pattewar, D. V, Sharma, K.M. and Dahe, P.D. (2013). Yield estimation for a single purpose multi-reservoir system using LP based yield model. Journal of Water Resources. Prot, 5, 28 pp.
Sharma, K. and Pattewar, D. V. (2011). Comparison of Actual Release Schedule and Optimal Operation of Isapur Reservoir (India). International Journal of Civil Engineering, Reservoir, Dev, 1.
Sinha, A.K., Rao, B.V. and Lall, U. (1999). Yield model for screening multipurpose reservoir systems. Journal of water Resources, Plan Manage, 125, pp: 325–332.
Srivastava, D.K. and Awchi, T.A. (2009). Storage-yield evaluation and operation of Mula Reservoir (India). Journal of Water Resources, Plan Manage, 135, 414 pp.
Stedinger, J.R., Sule, B.F. and Pei, D. (1983). Multiple reservoir system screening models. Water Resources, Res, 19, pp: 1383–1393.
Taghian, M. (2017). Estimating the Yield In Water Resource Systems Using Linear Programming. Irrigation sciences Engineering, 40, pp: 73–82.
Tu, M.Y., Hsu, N.S. and Yeh, W.W.G. (2003). Optimization of reservoir management and operation with hedging rules. Journal of Water Resources