喻黎明, 池晓清, 刘柯涵, 李娜, 王丹, 邵社刚, 崔宁博. 正弦波动态水压提升迷宫流道滴头抗堵塞性能[J]. 农业工程学报, 2022, 38(8): 79-87. DOI: 10.11975/j.issn.1002-6819.2022.08.010
    引用本文: 喻黎明, 池晓清, 刘柯涵, 李娜, 王丹, 邵社刚, 崔宁博. 正弦波动态水压提升迷宫流道滴头抗堵塞性能[J]. 农业工程学报, 2022, 38(8): 79-87. DOI: 10.11975/j.issn.1002-6819.2022.08.010
    Yu Liming, Chi Xiaoqing, Liu Kehan, Li Na, Wang Dan, Shao Shegang, Cui Ningbo. Anti-clogging performance of labyrinth emitters improved by sinusoidal wave dynamic water pressure[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2022, 38(8): 79-87. DOI: 10.11975/j.issn.1002-6819.2022.08.010
    Citation: Yu Liming, Chi Xiaoqing, Liu Kehan, Li Na, Wang Dan, Shao Shegang, Cui Ningbo. Anti-clogging performance of labyrinth emitters improved by sinusoidal wave dynamic water pressure[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2022, 38(8): 79-87. DOI: 10.11975/j.issn.1002-6819.2022.08.010

    正弦波动态水压提升迷宫流道滴头抗堵塞性能

    Anti-clogging performance of labyrinth emitters improved by sinusoidal wave dynamic water pressure

    • 摘要: 为明确浑水条件下正弦波动态压力各参数组合对梯形迷宫流道出流量的影响,该研究以正弦波动态压力参数周期、波幅、基础水压为控制因素设计正交试验,进行浑水灌溉试验,对正常工作次数、排出泥沙中值粒径、淤积泥沙D50值进行极差和方差分析。结果表明:各参数中只有动态周期对正常工作次数、排出泥沙中值粒径和淤积泥沙中值粒径具有显著性;相同基础水压(4、6和8 m,以水头计)的正弦波动态压力的正常工作次数比同水头的恒压状态分别高63.64%、12.50%、36.36%,平均增幅达到37.50%,增幅非常明显;正弦波动态压力对比恒定基础水压有利于不同粒径级别的泥沙通过,上限粒径、中值粒径和下限粒径排出泥沙粒径均有增加,而恒定工作压力下,泥沙粒径越大,越易沉积在流道内,相比正弦波动态压力,中值粒径和下限粒径分别提高了13.41%和18.50%。正弦波动态压力下水流速度波动幅度大,水流紊动强烈,加强了大粒径泥沙的通过,提高了滴头的抗堵塞能力,延长了滴头使用寿命,综合评分得到最优参数组合为周期4 s、基础水压8 m、波幅2 m,动态压力在现有工程基础上较易实现,因而该项研究对滴灌系统的使用具有一定的指导意义。

       

      Abstract: Abstract: Drip irrigation technology is one of the effective methods to solve the shortage of irrigation water source in arid and semi-arid areas. The emitter is the core of drip irrigation system, but the blockage of emitter hinders the development of drip irrigation technology. The sinusoidal dynamic pressure mode is expected to improve the anti-clogging performance of the emitters. This objective of this study was to clarify the influence of the combination of parameters of sinusoidal dynamic pressure on the outflow flow of trapezoidal labyrinth channel under muddy water condition. The sine wave dynamic pressure cycle parameters included amplitude, period and basic water pressure. The three factors with three levels each were designed by orthogonal design method. Based on previous studies and experience, the amplitude levels were designed including 2, 4 and 6 m considering the requirements of low pressure irrigation and avoiding negative pressure. The period levels were 1, 2, and 4 s. The three basic water pressures were 4, 6 and 8 m. A total of nine muddy water tests were carried out by using the method of periodic intermittent irrigation test. The muddy water concentration was 5 g/L. Meanwhile, tests with constant dynamic water pressures (4, 6 and 8 m) were also done in order to make a comparison with tests with the sine wave dynamic pressure mode. The measured and calculated indexes included the normal operating time, median size, low and upper particle sizes discharged from emitters and in the sediments of emitters. Range and variance analysis were used for data analysis. The results showed that the period was the only factor that could significantly affect the normal operating times, median size from discharged sediment and sediment deposition. The normal operating times of sinusoidal dynamic pressure under the water pressures (4, 6 and 8 m head) was 63.64%, 12.50% and 36.36%, more than that under the same constant pressure. The former had an average increase of 37.50%. Compared with the constant water pressure, the sinusoidal dynamic pressure was beneficial to the passage of sediments with different particle sizes. The upper limit, median, and low limit of particle sizes of discharged sediment were increased. Under the constant pressure, the large sediment particle size could easily deposit in the flow channel. When the sinusoidal wave period was 4 s, the amplitude was 2 m, and the basic water pressure was 8 m, the flow turbulence effect was the strongest, and the life of the emitter was the longest. Three different optimal results were obtained by range analysis for the three indexes. By a comprehensive score method with an entropy weight method, comprehensive score for each test was obtained. The range analysis of comprehensive scores showed that the optimal parameters were the combination with period 4 s, basic water pressure 8 m, and wave amplitude 2 m. Under the optimal conditions, the emitter could normally work for 16 times, which was 43.75% higher than the others. At this condition, the sinusoidal dynamic pressure can improve the anti-clogging performance of the emitter.

       

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