Optimization of Irrigation Programming for Different Water Allocation Strategies at Network Level: Method and Application

• Published in: Water resources management Vol. 38; no. 15; pp. 5991 - 6005
• Main Authors: Kilic, Murat, Özçakal, Emrah
• Format: Journal Article
• Language: English
• Published: Dordrecht Springer Netherlands 01.12.2024; Springer Nature B.V
• Subjects: Atmospheric Sciences; Canals; Civil Engineering; cropping systems; Decision support systems; Earth and Environmental Science; Earth Sciences; Environment; Geotechnical Engineering & Applied Earth Sciences; Hydraulic properties; Hydrogeology; Hydrology/Water Resources; infrastructure; Irrigation; Irrigation programs; irrigation rates; irrigation scheduling; Irrigation systems; Irrigation water; Rotation; Sustainable use; Turkey (country); Water allocation; Water shortages; Irrigation programming at network level; Optimum irrigation time; System rotation period; Water allocation model; Water allocation zones in a rotation system; Decision support system
• ISSN: 0920-4741; 1573-1650
• DOI: 10.1007/s11269-024-03938-1

Optimum irrigation programming at network level is important not only for maximum yield and benefit from the system but also for sustainable use of constrained resources. The subject of this investigation is to devise a method which enables optimum water allocation in irrigation networks, to apply it to a real system, and to analyze the results. In the first step, the irrigation district was divided into the most suitable water allocation zones considering the hydraulic properties of the canals. Next, alternative system rotation periods were defined in accordance with the properties of the research area, the hydraulic infrastructure of the irrigation network and the crop pattern. In this process, the model was run for five different water allocation strategies. The model was applied to the command area of Sarıkız Irrigation Association in the Ahmetli Regulator Right Bank Irrigation System in the Gediz Basin. Therefore, irrigation programs were prepared for the crop pattern, which receives water from 45 tertiary canals of the Y9 secondary. The irrigation time allocated to each tertiary canal and the amount of irrigation water were evaluated, together with the water shortage levels which occurred in these tertiary canals. The results indicated that the model defined the optimum system rotation period, the borders and the sizes of the most suitable water allocation zones, and the most suitable irrigation programs under the prevailing conditions. The proposed model can provide an insight for decision makers as a decision support tool.