射流三通对灌水器抗堵塞特性的影响
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国家自然科学基金项目(51579116)和江苏省科技计划项目(BE2018373)


Effect of Jet Tee on Anticlogging Characteristics of Emitters
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    摘要:

    为探明射流三通应用射流附壁与切换技术形成的脉冲水流对滴灌灌水器抗堵塞能力的影响和原因,采用筛分法,分选出6种小于0.1mm的泥沙粒径段,配置成3种泥沙级配组合和0.5、1.0、1.5g/L含沙量浑水,总进口压力为0.1MPa,分析射流三通和普通三通条件下滴灌测试系统的抗堵塞特性。结果表明:射流三通产生脉冲振幅为27kPa和振荡频率为236次/min左右的脉冲水流,对粒径为0.03~0.05mm和0~0.03mm的泥沙抗堵塞能力较为显著,对粒径为0.05~0.10mm的泥沙颗粒随着含沙量的增大抗堵塞能力呈减弱趋势;射流三通测试系统发生堵塞的灌水次数平均比普通三通测试系统多3~8次;不同含沙量下射流三通测试系统相对平均流量和灌水均匀性都高于普通三通,射流三通产生的高频脉冲水流是灌水器抗堵塞能力强于普通三通的主要因素。

    Abstract:

    Aimming to investigate the jet flow and the switching technology that form the pulse flow and the anticlogging ability in drip irrigation emitter. Six kinds of sediment particle size segments less than 0.1mm were sorted by screening and organized into three types. Sediment grading combination concentrations were 0.5g/L, 1.0g/L and 1.5g/L, with total inlet pressure of 0.1MPa, and the anticlogging characteristics of the drip irrigation test system under jet tee and tee conditions were analyzed. Results showed that the jet tee can generate pulse amplitude of 27kPa, with oscillating frequency of 236 times/min and pulse current of 0.5g/L and 1.0g/L of sediment graded water with strong anticlogging ability, and the anticlogging ability of 0.03~0.05mm and 0~0.03mm of sediment particle size was more significant, and the anticlogging energy of 0.05~0.10mm of sediment particle size was increased with the increase of concentration. The force showed a weakening trend, and the average number of irrigations of the jet tee test system was 3~8 times more than that under tee conditions. The average test system of the jet tee at different sediment concentrations was relatively moderate, while the flow rate and irrigation uniformity was higher than that under the tee conditions. The pulse water pressure generated by the jet tee was the main reason for the anticlogging ability of the emitter, which was superior than that under the tee conditions.

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王新坤,樊二东,徐胜荣,张晨曦,薛子龙,王轩.射流三通对灌水器抗堵塞特性的影响[J].农业机械学报,2019,50(3):281-287.

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  • 收稿日期:2018-09-03
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  • 在线发布日期: 2019-03-10
  • 出版日期: 2019-03-10