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To Develop a Crop Water Allocation Model for Optimal Water Allocation in the Warabandi Irrigation System

机译:开发用于优化Warabandi灌溉系统水分配的作物水分配模型

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The water allowance for canal systems of Pakistan was designed considering the average values of cropping intensity and irrigation area. However, water allowances would be different if estimated on the basis of real cropping intensities, cropping pattern and actual evapotranspiration. This inequity of water allocation results in decreased agricultural production. Hence, optimal water allowances for given canal commands need to be developed to maximize the efficiency of the existing irrigation system. Therefore, present study aims to assess the difference between the available water supplies and those required on the basis of real field conditions. Crop Water Allocation Model has been used for this purpose. Discharge at the head of each watercourse was predicted on the basis of the actual evapotranspiration, cropping patterns, cropping intensity, the number of days of canal flows in a year and the irrigation efficiency. The predicted optimal water requirements and the design flow rate were also compared for Kasur minor and found that 59 watercourses out of 61 require less water for optimal operation than the designed flow rate. Only two watercourses require more water for optimal conditions than the designed flow rate. Sensitivity and scenario analysis were also performed to evaluate the impact of different agricultural and climatological parameters on the reference crop evapotranspiration and design discharges.
机译:巴基斯坦的渠系水费的设计考虑了种植强度和灌溉面积的平均值。但是,如果根据实际的种植强度,种植方式和实际的蒸散量进行估算,水的补贴额将有所不同。水资源分配不均导致农业生产下降。因此,需要为给定的运河命令开发最佳的水配额,以使现有灌溉系统的效率最大化。因此,本研究旨在评估实际田间条件下可用水量与所需水量之间的差异。为此,使用了作物水分分配模型。根据实际的蒸散量,耕作方式,耕作强度,一年中的渠流天数和灌溉效率来预测每个水道顶部的流量。还比较了Kasur minor的预测最佳水需求量和设计流量,发现61个水道中的59条水道所需的最佳水量少于设计流量。为了达到最佳条件,只有两个水道需要比设计流量更多的水。还进行了敏感性和情景分析,以评估不同农业和气候参数对参考作物蒸散量和设计排放量的影响。

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