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地下水循环井修复不锈钢滤水筛管设计及性能评价

田东庄 杨文佳 田宏杰

环境工程学报2024,Vol.18Issue(4):978-986,9.
环境工程学报2024,Vol.18Issue(4):978-986,9.DOI:10.12030/j.cjee.202311039

地下水循环井修复不锈钢滤水筛管设计及性能评价

Design and performance research of stainless steel water filter screen for groundwater circulation well remediation

田东庄 1杨文佳 1田宏杰1

作者信息

  • 1. 煤炭科学研究总院,北京 100013||中煤科工西安研究院(集团)有限公司,西安 710077
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摘要

Abstract

In order to improve the tensile capacity of the stainless steel filter screen for the remediation of groundwater circulation wells,so that it will not be damaged when running down or lifting the pipe,and ensure the safe operation of the water filter screen in the well.The design of the water filter screen was carried out from three aspects:the overall structure,the screen wire type and the layout parameters,and the finite element simulation and laboratory tensile test were carried out to evaluate the tensile performance of water filter screens.The triangular stainless steel wire type and the fully welded wire winding process were used,and two kinds(6 kinds of specifications)of stainless steel water filter screens were developed.Finite element simulation and laboratory tensile test results showed that,the fractures of the screens all occurred at the weld seam between the joint and the screen cloth,and the simulation results were in good agreement with the experimental results.For the outer wound wire and inner vertical wire type water filter screen,with the increase of the screen pore size and the wire wound size,the maximum tensile load of the screen decreased gradually,SGl-0.9/2.3 screen showed the highest tensile load,the test and simulation results were 1 071.75 kN and 1 114.39 kN,respectively,with an error rate of 3.88%;for the outer vertical wire and inner wound wire type water filter screen,with the increase of the screen pore size,the cross-sectional area of the vertical wire of the screen decreased gradually,and the maximum tensile load of the screen decreased gradually,SG2-0.9/2.3 screen showed the highest tensile load,the test and simulation results were 1 662.06 kN and 1 668.23 kN,respectively,with an error rate of 0.37%.For the same screen parameters,the structure of outer vertical wire and inner wound wire can produce greater deformation,and its tensile was better than that of outer wound wire and inner vertical wire structure.The research results can provide theoretical guidance for the design of stainless steel water filter screen for the remediation of groundwater circulation wells.

关键词

地下水循环井修复/滤水筛管/筛网参数/抗拉性能

Key words

groundwater circulation well remediation/water filter screen/screen parameter/tensile property

分类

资源环境

引用本文复制引用

田东庄,杨文佳,田宏杰..地下水循环井修复不锈钢滤水筛管设计及性能评价[J].环境工程学报,2024,18(4):978-986,9.

基金项目

国家重点研发计划子课题任务资助项目(2020YFC1808304-005) (2020YFC1808304-005)

环境工程学报

OA北大核心CSTPCD

1673-9108

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