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多级复合网式过滤器水力性能试验研究
引用本文:李盛宝,袁志华,杜思琦,李辉,韩启彪,孟卫校.多级复合网式过滤器水力性能试验研究[J].灌溉排水学报,2021,40(3).
作者姓名:李盛宝  袁志华  杜思琦  李辉  韩启彪  孟卫校
作者单位:中国农业科学院 农田灌溉研究所/河南省节水农业重点实验室/农业部节水灌溉工程重点实验室,河南 新乡 453002;河南农业大学 机电工程学院,郑州 450000;河南农业大学 机电工程学院,郑州 450000;中国农业科学院 农田灌溉研究所/河南省节水农业重点实验室/农业部节水灌溉工程重点实验室,河南 新乡 453002;金丰(中国)机械工业有限公司,浙江 宁波 315221
基金项目:“十三五”国家重点研发计划项目(2016YFC400202);中国农业科学院科技创新工程团队项目;中央级科研院所基本科研业务费专项资助项目(FIRI2019-01-01)。
摘    要:多级复合网式过滤器是将不同目数的滤网(50、80、120目)集成在同一壳体以增加其过滤效果的微灌用过滤器。【目的】研究该过滤器性能。【方法】开展清水试验,考察过滤器清洁压降变化;开展浑水试验,以流量和含沙量为因素,其中,流量设置18、22、26m3/h,含沙量设置0.07、0.10、0.13g/L,考察水头损失、流量、浊度等指标变化规律。【结果】清水试验时,过滤器清洁压降曲线符合幂函数关系,拟合系数0.9999;浑水试验时,流量起初较稳定,约18~30min后出现拐点而急剧下降;相对应的,过滤器水头损失则起初稳定,出现拐点后急剧增大,流量和含沙量越大,流量和水头损失变化的拐点出现越早,过滤周期越短,过滤器发生堵塞的时间越短,但发生堵塞后,浊度出现降低趋势,预示过滤效果更好。【结论】新研发的多级复合网式过滤器(壳体内径370 mm,高720mm)水力性能变化规律与单一网式过滤器类似,而且过滤周期较长,过滤精度较高,适用于微灌系统。

关 键 词:微灌  网式过滤器  过滤性能  清水试验  浑水试验

Experimental Study on the Hydraulic Performance of a Multi-stage Composite Mesh Filter
LI Shengbao,YUAN Zhihua,DU Siqi,LI Hui,HAN Qibiao,MENG Weixiao.Experimental Study on the Hydraulic Performance of a Multi-stage Composite Mesh Filter[J].Journal of Irrigation and Drainage,2021,40(3).
Authors:LI Shengbao  YUAN Zhihua  DU Siqi  LI Hui  HAN Qibiao  MENG Weixiao
Institution:(Farmland Irrigation Research Institute,Chinese Academy of Agricultural Sciences/Key Laboratory of Water Saving Agriculture of Henan Province/Key Laboratory of Water Saving Irrigation Project of Ministry of Agriculture,Xinxiang 453002,China;Mechanical and Electrical Engineering,Henan Agricultural University,Zhengzhou 450002,China;Jinfeng(China)Machinery Industry,Ningbo 315221,China)
Abstract:【Objective】The multi-stage composite mesh filter is a new micro-irrigation filter we developed recently by integrating the meshes of 50,80 and 120 in the same casting aimed to increase the filtering efficacy.The purpose of this paper is to present the results of an experimental study on its hydraulic performance.【Method】The experiment consisted of two parts.The first one used clean water in which we measured the water pressure drop across the filter.The second one was used muddy water to elucidate the combined impact of water flow rate and sediment content on hydraulic performance of the filter.We compared three flow rates:18,22 and 26 m3/h,combined with three sediment contents:0.07,0.10 and 0.13 g/L.In each treatment,we measured water pressure loss,change in flow rate,as well as turbidity of the water at the exit of the filter.【Result】Pressure drop of the clean water across the filter increased with water flow rate in a power-law with a R2 of 0.9999.In the muddy water test,the flow rate was initially stable with the inflection point appearing about 18min-30min after inception of the experiment,after which it dropped sharply.Associated with such a flow rate change,the pressure loss across the filter was also stable at beginning,followed by a steady increase after the inflection point.It was found that the higher the flow rate and/or the sediment content was,the earlier the inflection point appeared for both flow rate and pressure loss,and that the clogging time was positively correlated to the duration of the filtration cycle.However,after the clogging,the turbidity of the effluent decreased,indicating an improved filtration effect.【Conclusion】The new multi-stage composite mesh filter we developed has a similar hydraulic performance as the single mesh filter,and it prolonged the filtration cycle thereby improving the filtration efficacy.It thus suits micro-irrigation systems.
Keywords:micro irrigation  mesh filter  filtering efficacy  clean water test  muddy water test
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