Application of Hydro-Economic Model in Optimal Distribution of Agricultural Water under Drought Conditions (Case Study: Irrigation Networks Downstream of Zayandehrud Dam)
محل انتشار: مجله علوم و فناوری کشاورزی، دوره: 21، شماره: 3
سال انتشار: 1398
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 48
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شناسه ملی سند علمی:
JR_JASTMO-21-3_018
تاریخ نمایه سازی: 23 آبان 1402
چکیده مقاله:
Planning for optimal distribution of Zayandehrud Dam water to six Irrigation Networks (INs) located downstream of this dam was carried out based on a hydro-economic model under water scarcity conditions. The hydro-economic structure was developed through coupling the hydrologic simulation model (MODSIM) and economic optimization modelling approach (Positive Mathematical Programming, PMP). Water distribution priorities to the INs are based on the economic value of water used by crops in the current cropping pattern under different scenarios of normal (base year, ۲۰۱۴-۲۰۱۵) and drought conditions. Results showed that, in addition to the change in the priorities of water distribution throughout the six INs, the existing cropping patterns should also change. The order of water delivery to the six INs starts from Rudasht IN and ends with the Traditional IN. Also, the highest reduction in the area under cultivation in the base year, compared to the optimum cultivation, is related to alfalfa (in Nekoabad and Mahyar-Jarghouyeh INs), clover (in Rudasht and Abshar INs) and forage corn (Borkhar and Traditional INs). Beans cultivated area increases by ۱۴ and ۲۱% for Abshar and Rudasht INs, respectively. Based on the results, the economic value per m۳ of water will rise on the average, if water is allocated on the basis of its shadow prices. Moreover, under drought conditions, the highest and the lowest increase in the economic value of water will take place in the Nekoabad IN (۴,۶۶۰ Rials m-۳) and Rudasht IN (۳,۸۹۰ Rials m-۳), respectively.
کلیدواژه ها:
نویسندگان
D. Rajabi
Department of Water Resources Engineering and Management, Faculty of Civil Engineering, Semnan University, Semnan, Islamic Republic of Iran.
S. F. Mousavi
Department of Water Resources Engineering and Management, Faculty of Civil Engineering, Semnan University, Semnan, Islamic Republic of Iran.
A. Roozbahany
Department of Irrigation and Drainage Engineering, Aburaihan Campus, University of Tehran, Tehran, Islamic Republic of Iran.
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