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徐 鑫, 张金珠, 王振华, 王 钦.滴灌系统叠片过滤器离散型流道结构水力性能试验及内部流场模拟水资源与水工程学报[J].,2021,32(4):235-240
滴灌系统叠片过滤器离散型流道结构水力性能试验及内部流场模拟
Hydraulic performance experiment and internal flow field simulation of the novel disc filter with a discrete flow channel in drip irrigation system
  
DOI:10.11705/j.issn.1672-643X.2021.04.32
中文关键词:  滴灌  叠片过滤器  离散型流道结构  水力性能  流场模拟  水头损失
英文关键词:drip irrigation  disc filter  discrete flow channel structure  hydraulic performance  flow field simulation  water-head loss
基金项目:国家自然科学基金项目(51869027);兵团重点领域创新团队项目(2019CB004)
作者单位
徐 鑫1,2,3, 张金珠1,2,3, 王振华1,2,3, 王 钦1,2,3 (1.石河子大学 水利建筑工程学院 新疆 石河子 832000 2.现代节水灌溉兵团重点实验室新疆 石河子 832000 3.兵团工业技术研究院 新疆 石河子 832000) 
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中文摘要:
      为获得叠片流道内部水流流动特性,解决叠片过滤器水头损失较大的弊端,通过室内试验对比了传统叠片过滤器和具有离散型流道结构的叠片过滤器在不同流量下的水头损失,并采用Fluent19.0对清水条件下2种不同流道结构叠片过滤器内部流场分布规律进行数值模拟。结果表明:流道内部流量模拟值与试验设定值最大相对误差为4.8%;随着流量的增大,传统叠片过滤器产生的水头损失更为明显,与传统叠片过滤器相比,离散型流道叠片过滤器产生的水头损失在最大流量下降幅为20.8%;对不同流道进行内部流场分析,得出同一流量下离散型流道的平均过流断面面积大于直线型流道,过流断面面积越大,则流速越小,水头损失也越小,离散型流道内部局部水头损失占主导地位,凸台的离散排列降低了沿程水头损失。研究结果可为叠片流道的设计和结构优化提供参考。
英文摘要:
      In order to understand the flow characteristics and solve the problem of large water-head loss of the disc filter, we compared the water-head loss of the conventional disc filter and the novel disc filter with a discrete flow channel under different flow conditions through laboratory experiments, and simulated the internal flow distribution of the two filters in clear water using Fluent19.0. The results show that the maximum relative error between the simulation value and the set value of the laboratory experiment was 4.8%. The water loss generated by the conventional disc filter increased more obviously with the increase of the flow. Compared with the conventional disc filter, the water loss generated by the novel disc filter decreased by 20.8% under the maximum flow rate. According to the analysis of internal flow field for various flow channels, it is found that the average flowing section area of the discrete channel is greater than that of the straight channel under the same flow rate. The larger the flowing section area become, the smaller the flow rate is and the lower the water-head loss become. The local water-head loss is the dominant factor in the discrete flow channel, and the discrete arrangement of convexes reduces the frictional water-head loss. Our research can provide some reference for the structural design of disc flow channels.
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