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Suitable inflow rate and furrow length for simplified surge flow irrigation

机译:用于简化浪涌流动灌溉的合适流入速率和沟槽长度

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In the arid lands covering Uzbekistan, furrow irrigation with low application efficiency is still widely used due to a lack of funds and shortage of labor. To save water and prevent secondary salinization caused by excessive irrigation, it is important to adopt low-cost and easy water-saving irrigation methods. Onishi et al. (2017) proposed simplified surge flow (SF) irrigation that does not require expensive equipment and merely divides the water supply into two phases at 1-day intervals. This study investigated the suitable inflow rate and furrow length of simplified SF to improve water application efficiency in Uzbekistan. Five experimental plots (total area of 2,250m(2), with 25 furrows) were set up, and the inflow rates for two plots were 5 Ls(-1) (F5.0) and that for the others were 1.7 Ls(-1) (F1.7). The conventional irrigation method (F5.0C and F1.7C) and simplified SF (F5.0S and F1.7S) were applied to cases of furrow length of 100m under each inflow rate. In addition, simplified SF was applied on a 50-m furrow at F1.7 (F1.7S-50). In the first irrigation using simplified SF, water was supplied from the start point of the furrow (0m) for half of the furrow length (50m, 25m). In the second irrigation, water was supplied from the start point to the end of the furrow (100m, 50m). The application efficiency in F1.7S and F1.7S-50 was higher than that in F1.7C and F1.7C-50, and the highest was in F1.7S-50. The water supply duration was shorter in F5.0S, but the total volume of supplied water was larger than that of F1.7C. These results indicate that shortening furrow length might be an effective way to save water using simplified SF with a low inflow rate, and in contrast, that it is necessary to extend furrow length with a high inflow rate.
机译:在覆盖乌兹别克斯坦的干旱地区,由于缺乏资金和劳动力短缺,仍然被广泛使用犁沟灌溉。为了节省水并防止由过度灌溉引起的二次盐渍化,采用低成本和易于节水灌溉方法非常重要。 Onishi等。 (2017)提出的简化浪涌流动(SF)灌溉,不需要昂贵的设备,并仅将供水分为两相时间。本研究研究了简化SF的合适流入速率和沟槽长度,以提高乌兹别克斯坦的水应用效率。建立了五个实验图(总面积为2,250米(2),25个沟槽),两块图的流入率为5升(-1)(F5.0),其他图为1.7 LS( - 1)(F1.7)。将常规灌溉方法(F5.0C和F1.7C)和简化的SF(F5.0S和F1.7S)应用于每次流入率下100米的沟槽长度的情况。此外,在F1.7(F1.7S-50)的50米沟槽上施加了简化的SF。在使用简化的SF的第一次灌溉中,从沟槽(0m)的起点供应水,沟槽长度的一半(50m,25m)。在第二次灌溉中,从起点到沟槽末端(100m,50米)供应水。 F1.7S和F1.7S-50中的应用效率高于F1.7C和F1.7C-50中的应用效率,最高的是F1.7S-50。供水持续时间在F5.0S中较短,但供应水的总体积大于F1.7C。这些结果表明,缩短沟槽长度可能是使用具有低流入率的简化SF来节省水的有效方法,并且相反,必须以高流入速率延伸沟槽长度。

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