The objectives of the work were to study the effect of drip irrigation circuits (DIC) and lateral lines lengths (LLL) on: Flow velocity (FV) and velocity head (VH). Laboratory tests were conducted at Irrigation Device...The objectives of the work were to study the effect of drip irrigation circuits (DIC) and lateral lines lengths (LLL) on: Flow velocity (FV) and velocity head (VH). Laboratory tests were conducted at Irrigation Devices and Equipments Tests Laboratory, Agricultural Engineering Research Institute, Agriculture Research Center, Giza, Egypt. The experimental design of laboratory experiments was split in randomized complete block design with three replicates. Laboratory tests carried out on three irrigation lateral lines 40, 60, 80 m (LLL1, LLL2;LLL3) under the following three drip irrigation circuits (DIC): a) one manifold for lateral lines or closed circuits with one manifold of drip irrigation system (CM1DIS);b) closed circuits with two manifolds for lateral lines (CM2DIS), and c) traditional drip irrigation system (TDIS) as a control. Concerning FV values, DIC and LLL treatments could state in the following ascending orders: TDIS 1DIS 2DIS and LLL1 2 3, respectively. FV varied from 0.593 m·sec–1 to 1.376 m?sec–1. i.e FV –1 and this is necessary to avoid the effect of water hammer in the main and sub-main lines, but in lateral line, it can cause silt and clay precipitation problems. The differences in FV among DIC and LLL were significant at the 1% level. The effect of interaction: DIC X LLL on FV values, were significant at the 1% level. The maximum and minimum values of FV were noticed in these interactions: CM2DIS X LLL3 and TDIS X LLL1, respectively. The following ascending orders TDIS 1DIS 2DIS and LLL1 2 3 expressed their effects on VH respectively. Differences in VH among DIC and/or LLL were significant at the 1% with few exceptions. The effects of interactions: DIC X LLL on VH were significant at the 1% level in some cases. The maximum and minimum values of VH were found in the interactions: CM2DIS X LLL3 and TDIS X LLL1, respectively.展开更多
The existing research of the flow behavior in emitter micro-channels mainly focuses on the single-phase flow behavior.And the recent micro-particle image velocimetry（PIV） experimental research on the flow characteri...The existing research of the flow behavior in emitter micro-channels mainly focuses on the single-phase flow behavior.And the recent micro-particle image velocimetry（PIV） experimental research on the flow characteristics in various micro-channels mainly focuses on the single-phase fluid flow.However,using an original-size emitter prototype to perform the experiments on the two-phase flow characteristics of the labyrinth channels is seldom reported.In this paper,the practical flow of water,mixed with sand escaped from filtering,in the labyrinth channel,is investigated.And some research work on the clogging mechanism of the labyrinth channel＇s structure is conducted.Computational fluid dynamics（CFD） analysis has been performed on liquid-solid two-phase flow in labyrinth-channel emitters.Based on flow visualization technology-micro-PIV,the flow in labyrinth channel has been photographed and recorded.The path line graph and velocity vector graph are obtained through the post-treatment of experimental results.The graphs agree well with CFD analysis results,so CFD analysis can be used in optimal design of labyrinth-channel emitters.And the optimized anti-clogging structures of the rectangular channel and zigzag channel have been designed here.The CFD numerical simulation and the micro-PIV experiments analysis on labyrinth-channel emitter,make the ＂black box＂ of the flow behavior in the emitter channel broken.Furthermore,the proposed research promotes an advanced method to evaluate the emitter＇s performance and can be used to conducting the optimal design of the labyrinth-channel emitters.展开更多
<div style="text-align:justify;"> Due to the poor anti-clogging performance of the common drip irrigation emitters, this paper designed a new bionic flow channel in the emitter based on the shape of sh...<div style="text-align:justify;"> Due to the poor anti-clogging performance of the common drip irrigation emitters, this paper designed a new bionic flow channel in the emitter based on the shape of shark dorsal fin. After preliminary structural design, the computational fluid dynamics (CFD) simulation showed that the bionic emitter exhibited superior anti-clogging performance and reasonable hydraulic performance. The passage rate of particles of the bionic emitter in simulation reached 96.3% which was 37.6% higher than 70% of traditional emitter, and the discharge exponent reached 0.4995 which was close to traditional emitter. Physical experiments were consistent with the CFD results, which confirmed the correctness of simulation. After a short cycle anti-clogging performance experiment, the bionic emitter still maintained 96.09% of the initial flow rate. </div>展开更多
该文开展滴灌双向流道抗堵性能研究,以提高灌水器对含沙率较高的地表水源的适应性。试验浑水含沙率为30 g/L,经20次浑水试验,设置3种结构参数不同的双向流道灌水器(1#,2#,3#),并对比迷宫式流道灌水器的水力性能和抗堵性能。结果表明:1#...该文开展滴灌双向流道抗堵性能研究,以提高灌水器对含沙率较高的地表水源的适应性。试验浑水含沙率为30 g/L,经20次浑水试验,设置3种结构参数不同的双向流道灌水器(1#,2#,3#),并对比迷宫式流道灌水器的水力性能和抗堵性能。结果表明:1#、2#、3#双向流道浑水流量分别为清水流量的77.44%,83.35%,85.43%,而迷宫式流道在12次试验后完全堵塞。双向流道灌水器与迷宫式流道灌水器的水力性能及抗堵性能差异显著,且双向流道的水力性能及抗堵性能均优于迷宫式流道;双向流道水力性能越好,抗堵性能越差;流道形式及结构参数是影响灌水器水力性能及抗堵性能的重要因素。试验结束后,观测流道泥沙沉积情况,发现泥沙沉积程度由前段(进口)到后段(出口)逐渐减少;采用电子显微镜分别获取流道前段、中段和后段沉积泥沙样品扫描图像,利用Image Pro Plus 6.0软件分析沉积泥沙样品的粒径组成,发现沿流道方向,粒径(29)0.03 mm的泥沙颗粒质量分数逐渐减小,粒径(27)0.005 mm的泥沙颗粒质量分数呈先减小后增加的趋势;流道沉积泥沙中粒径(27)0.03 mm的颗粒质量分数占92.23%~97.89%,此粒径范围的泥沙颗粒更易在双向流道内沉积,引起堵塞。展开更多
文摘The objectives of the work were to study the effect of drip irrigation circuits (DIC) and lateral lines lengths (LLL) on: Flow velocity (FV) and velocity head (VH). Laboratory tests were conducted at Irrigation Devices and Equipments Tests Laboratory, Agricultural Engineering Research Institute, Agriculture Research Center, Giza, Egypt. The experimental design of laboratory experiments was split in randomized complete block design with three replicates. Laboratory tests carried out on three irrigation lateral lines 40, 60, 80 m (LLL1, LLL2;LLL3) under the following three drip irrigation circuits (DIC): a) one manifold for lateral lines or closed circuits with one manifold of drip irrigation system (CM1DIS);b) closed circuits with two manifolds for lateral lines (CM2DIS), and c) traditional drip irrigation system (TDIS) as a control. Concerning FV values, DIC and LLL treatments could state in the following ascending orders: TDIS 1DIS 2DIS and LLL1 2 3, respectively. FV varied from 0.593 m·sec–1 to 1.376 m?sec–1. i.e FV –1 and this is necessary to avoid the effect of water hammer in the main and sub-main lines, but in lateral line, it can cause silt and clay precipitation problems. The differences in FV among DIC and LLL were significant at the 1% level. The effect of interaction: DIC X LLL on FV values, were significant at the 1% level. The maximum and minimum values of FV were noticed in these interactions: CM2DIS X LLL3 and TDIS X LLL1, respectively. The following ascending orders TDIS 1DIS 2DIS and LLL1 2 3 expressed their effects on VH respectively. Differences in VH among DIC and/or LLL were significant at the 1% with few exceptions. The effects of interactions: DIC X LLL on VH were significant at the 1% level in some cases. The maximum and minimum values of VH were found in the interactions: CM2DIS X LLL3 and TDIS X LLL1, respectively.
基金supported by National Natural Science Foundation of China (Grant Nos. 50675172,50975227)Foundation for the Author of National Excellent Doctoral Dissertation of China (Grant No.FANEDD200740)National Hi-tech Research and Development of China (863 Program,Grant No. 2011AA100507-04)
文摘The existing research of the flow behavior in emitter micro-channels mainly focuses on the single-phase flow behavior.And the recent micro-particle image velocimetry（PIV） experimental research on the flow characteristics in various micro-channels mainly focuses on the single-phase fluid flow.However,using an original-size emitter prototype to perform the experiments on the two-phase flow characteristics of the labyrinth channels is seldom reported.In this paper,the practical flow of water,mixed with sand escaped from filtering,in the labyrinth channel,is investigated.And some research work on the clogging mechanism of the labyrinth channel＇s structure is conducted.Computational fluid dynamics（CFD） analysis has been performed on liquid-solid two-phase flow in labyrinth-channel emitters.Based on flow visualization technology-micro-PIV,the flow in labyrinth channel has been photographed and recorded.The path line graph and velocity vector graph are obtained through the post-treatment of experimental results.The graphs agree well with CFD analysis results,so CFD analysis can be used in optimal design of labyrinth-channel emitters.And the optimized anti-clogging structures of the rectangular channel and zigzag channel have been designed here.The CFD numerical simulation and the micro-PIV experiments analysis on labyrinth-channel emitter,make the ＂black box＂ of the flow behavior in the emitter channel broken.Furthermore,the proposed research promotes an advanced method to evaluate the emitter＇s performance and can be used to conducting the optimal design of the labyrinth-channel emitters.
文摘<div style="text-align:justify;"> Due to the poor anti-clogging performance of the common drip irrigation emitters, this paper designed a new bionic flow channel in the emitter based on the shape of shark dorsal fin. After preliminary structural design, the computational fluid dynamics (CFD) simulation showed that the bionic emitter exhibited superior anti-clogging performance and reasonable hydraulic performance. The passage rate of particles of the bionic emitter in simulation reached 96.3% which was 37.6% higher than 70% of traditional emitter, and the discharge exponent reached 0.4995 which was close to traditional emitter. Physical experiments were consistent with the CFD results, which confirmed the correctness of simulation. After a short cycle anti-clogging performance experiment, the bionic emitter still maintained 96.09% of the initial flow rate. </div>
文摘该文开展滴灌双向流道抗堵性能研究,以提高灌水器对含沙率较高的地表水源的适应性。试验浑水含沙率为30 g/L,经20次浑水试验,设置3种结构参数不同的双向流道灌水器(1#,2#,3#),并对比迷宫式流道灌水器的水力性能和抗堵性能。结果表明:1#、2#、3#双向流道浑水流量分别为清水流量的77.44%,83.35%,85.43%,而迷宫式流道在12次试验后完全堵塞。双向流道灌水器与迷宫式流道灌水器的水力性能及抗堵性能差异显著,且双向流道的水力性能及抗堵性能均优于迷宫式流道;双向流道水力性能越好,抗堵性能越差;流道形式及结构参数是影响灌水器水力性能及抗堵性能的重要因素。试验结束后,观测流道泥沙沉积情况,发现泥沙沉积程度由前段(进口)到后段(出口)逐渐减少;采用电子显微镜分别获取流道前段、中段和后段沉积泥沙样品扫描图像,利用Image Pro Plus 6.0软件分析沉积泥沙样品的粒径组成,发现沿流道方向,粒径(29)0.03 mm的泥沙颗粒质量分数逐渐减小,粒径(27)0.005 mm的泥沙颗粒质量分数呈先减小后增加的趋势;流道沉积泥沙中粒径(27)0.03 mm的颗粒质量分数占92.23%~97.89%,此粒径范围的泥沙颗粒更易在双向流道内沉积,引起堵塞。
