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刘贞姬, 杨 昊, 李 洁, 雷辰宇.串联网式过滤器泥沙拦截效果试验研究水资源与水工程学报[J].,2024,35(4):198-205
串联网式过滤器泥沙拦截效果试验研究
Experimental study on sediment interception effect of tandem mesh filters
  
DOI:10.11705/j.issn.1672-643X.2024.04.23
中文关键词:  网式过滤器  拦沙率  颗粒级配  滤网孔径  中值粒径
英文关键词:mesh filter  sand interception rate  sand grading  screen aperture  median particle size
基金项目:国家自然科学基金项目(12162030)
作者单位
刘贞姬1,2, 杨 昊1, 李 洁1, 雷辰宇1 (1.石河子大学 水利建筑工程学院 新疆 石河子 832003 2.寒旱区生态水利工程兵团重点实验室 新疆 石河子 832003) 
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中文摘要:
      为了探究泵前、后串联网式过滤器在实际灌溉工程中的分级过滤特性并提高滤网拦沙率,对3种进水含沙量、4种滤网孔径和3种颗粒级配条件下串联网式过滤器的过滤性能开展了正交试验和全试验。结果表明:增大含沙量会加速过滤器滤网堵塞,使部分大于滤网孔径的泥沙颗粒通过滤网;随着进水粗颗粒泥沙的增多,一级过滤效果越明显;不同滤网孔径条件下各粒组出水沙中值粒径和最大粒径变化率范围分别在5.1%~13.0%、1.7%~17.6%之间;通过极差分析和方差分析探究拦沙率对各因素的敏感度,其主次顺序为滤网孔径、颗粒级配、含沙量;当进水沙中值粒径为0.50 mm、含沙量为0.20 g/L时,泵后过滤器滤网孔径较优组合为0.25 mm×0.16 mm;拦沙量与各级滤网孔径有关,选择滤网孔径为(0.49~0.78)d50的泵前过滤器和(0.32~0.50)d50的泵后过滤器进行过滤,有利于提高过滤器拦沙率,延长其使用寿命。
英文摘要:
      To examine the graded filtration properties of tandem mesh filters installed in front of the pump and behind the pump in actual irrigation projects and enhance the sand interception efficiency of the filters, orthogonal tests and full-scale tests were conducted to evaluate the filtration performance of the filters, under three influent sand content levels, four screen aperture sizes and three sand grading types. The findings indicate that increasing the sand content will accelerate the blockage of filter screen and force some sediment particles larger than the screen aperture pass through. When the amount of coarse-grained sediment increases, the influence of primary filtration becomes more pronounced. The variation rate of median particle size and maximum particle size of outlet sediment ranges from 5.1% to 13.0% and 1.7% to 17.6%, under various screen aperture settings. The extreme deviation analysis and analysis of variance (ANOVA) are adopted to examine the impact of different factors on the sand interception rate, and the primary determinants are found to be the screen aperture, sand grading and sand content. When the median particle size of influent sand is 0.50 mm and the sand content is 0.20 g/L, the optimal screen aperture combination of the filter behind the pump is 0.25 mm × 0.16 mm. Through the analysis of the sand interception of graded filtration, it is found that the sediment interception is related to the aperture of filter screens at all levels. The selection of the filters installed in front of the pump with a screen aperture range of (0.49-0.78) d50 and the filters installed behind the pump with an aperture range of (0.32-0.50) d50 is advantageous in enhancing the sand interception rate of the filter and extending its operational lifespan.
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