Long-Term Operation of Irrigation Dams Considering Variable Demands: Case Study of Zayandeh-rud Reservoir, Iran

Dependency of water demands on the climate variation occurs especially in regions where agricultural demand has a significant share of the total water demands. The variability between demands that are based on annual climate conditions may be larger than the uncertainty associated with other explanatory variables in long-term operation of an irrigation dam. This paper illustrates certain benefits of using variable demands for long-term reservoir operation to help manage water resources system in Zayandeh-rud river basin in Iran. A regional optimal allocation of water among different crops and irrigation units is developed. The optimal allocation model is coupled with a reservoir operating model, which is developed based on the certain hedgings that deals with the available water and the water demands mutually. This coupled model is able to activate restrictions on allocating water to agricultural demands considering variation of inflow to the reservoir, variation of demands, and the economic value of allocating water among different crops and irrigation units. Using this model, long-term operation of Zayandeh-rud dam is evaluated considering different scenarios of inflow to the reservoir as well as agricultural demands. The results indicate that the use of operating rules which consider variable demands could significantly improve the efficiency of a water resources system in long-term operation, as it improves the benefit of Zayandeh-rud reservoir operation in comparison with conventional water supply approaches.

[1]  Miguel A. Mariño,et al.  Coupled Reservoir Operation-Irrigation Scheduling by Dynamic Programming , 2002 .

[2]  J. Doorenbos,et al.  Yield response to water , 1979 .

[3]  Ali Reza Sepaskhah,et al.  Linear and non‐linear optimization models for allocation of a limited water supply , 2004 .

[4]  Jhih-Shyang Shih,et al.  Water‐Supply Operations during Drought: Continuous Hedging Rule , 1994 .

[5]  William W.-G. Yeh,et al.  Reservoir Management and Operations Models: A State‐of‐the‐Art Review , 1985 .

[6]  A. Dinar,et al.  Optimal Allocation of Farm Irrigation Water during Peak Seasons , 1982 .

[7]  Robert Horton,et al.  A model for regional optimal allocation of irrigation water resources under deficit irrigation and its applications , 2002 .

[8]  Ali Reza Sepaskhah,et al.  Water use and yields of sugarbeet grown under every-other-furrow irrigation with different irrigation intervals , 1997 .

[9]  Mohammad Karamouz,et al.  Analysis of Hydrologic and Agricultural Droughts in Central Part of Iran , 2004 .

[10]  Mohammad Karamouz,et al.  Drought Mitigation through Long-Term Operation of Reservoirs: Case Study , 2008 .

[11]  J. Lund,et al.  Optimal Hedging and Carryover Storage Value , 2004 .

[12]  Richard N. Palmer,et al.  Estimating Demand Variability , 1995 .

[13]  Mahmood Javan,et al.  Optimization Model for Allocating Water in a River Basin during a Drought , 2007 .

[14]  F. Todisco,et al.  Optimal Reservoir Operations for Irrigation Using a Three Spatial Scales Approach , 2006 .

[15]  E. W. Stevens,et al.  Integrated decision making for reservoir, irrigation, and crop management , 1998 .

[16]  D. Akbari,et al.  Deficit Irrigation Planning under Variable Seasonal Rainfall , 2005 .

[17]  Jhih-Shyang Shih,et al.  Water supply operations during drought: A discrete hedging rule , 1995 .