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Effect of flushing velocity and elapsed time on sediment transport in driplines

机译:冲洗速度和经过时间对旱翅膀沉积物运输的影响

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Dripline flushing is a maintenance procedure that is recommended for all microirrigation systems. However, flushing velocity and flushing duration, which particularly affects the design and management of subsurface drip irrigation (SDI) systems, havenot been studied extensively. A laboratory study was conducted at Kansas State University with a 10 m transparent pipe simulating a SDI dripline. Three different sediments with sizes up to 500 pm were introduced into the pipeline and their distribution along the pipeline was analyzed under different flushing velocities over various times. Head loss under the conditions of this study increased exponentially with increased flushing velocity suggesting that the flow regimes could be characterized between moving beds and heterogeneous flow. The percentage of pipeline blockage was logarithmically related to the flushing velocity, with greater than 30% of the pipeline occupied by these larger sand sediments when the flushing velocity was less than 0.3 m/s. Although flushing velocities at or near the calculated deposition velocity could remove the majority of the sediments with a short duration of 15 minutes or less, flushing velocities approximately 45 to 65% of the deposition velocity could achieve similarsediment removal with longer flushing duration (up to 180 minutes). The ASAE EP-405 recommended minimum flushing velocity of 0.3 m/s still appears adequate for most microirrigation systems operating under typical conditions. Designers are encouraged tocalculate the deposition velocity for new microirrigation systems and to use it as a flexible guideline to assess the adequacy of flushing. End-users are encouraged to extend the duration of flushing for perhaps as long as five minutes after the initialconcentration of sediments are removed to improve overall flushing. Further research is warranted to evaluate flushing velocity, but the results of this study should be representatively instructive of the phenomenon of sediment transport in microirrigation driplines during flushing.
机译:司布冲洗是一种用于所有微镜系统的维护程序。然而,冲洗速度和冲洗持续时间,特别影响了地下滴灌(SDI)系统的设计和管理,除了广泛研究。在堪萨斯州立大学进行了一个实验室研究,用10米透明管道模拟SDI司机。将三种不同的沉积物尺寸高达500 PM引入管道中,并在不同冲洗速度下分析了沿着管道的分布在不同的时间内。在该研究的条件下,头部损失随着冲压速度的增加而增加,表明流动制度可以在移动床和异质流之间表征。管道堵塞的百分比与冲洗速度对数有关,当冲洗速度小于0.3米/秒时,这些较大的沙沉积物占据的管道大于30%。尽管在计算出的沉积速度下或附近的冲洗速度可以在短时间为15分钟或更短时间去除大部分沉积物,但是沉积速度的冲洗速度约为45%至65%的沉积速度可以实现相似的较长的持续时间(高达180)分钟)。对于大多数微镜系统,ASAE EP-405推荐的最小冲洗速度为0.3米/秒,对于在典型条件下运行的大多数微镜系统仍然足够。鼓励设计人员为新的微镜系统进行沉积速度,并将其用作评估冲洗充分性的灵活指导。鼓励最终用户延长冲洗持续时间,只要除去沉积物的初始融合后五分钟即可改善整体冲洗。进一步的研究得到了评估冲洗速度,但本研究的结果应该代表性地对冲洗​​过程中微灌溉司机的沉积物传输现象表示的。

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