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多维反滤回灌井室内稳定流试验研究

李旺林 尹志远 刘占磊 魏鹏昆 何家鹏

岩土工程学报2017,Vol.39Issue(2):327-333,7.
岩土工程学报2017,Vol.39Issue(2):327-333,7.DOI:10.11779/CJGE201702017

多维反滤回灌井室内稳定流试验研究

Laboratory steady state flow tests on multidimensional recharge well with filter layer

李旺林 1尹志远 2刘占磊 3魏鹏昆 1何家鹏1

作者信息

  • 1. 济南大学,山东 济南 250002
  • 2. 济南市热力工程公司,山东 济南 250100
  • 3. 河海大学,江苏 南京 210098
  • 折叠

摘要

Abstract

The recharge well with filter layer is a common device using for recharging groundwater on the Jiaodong Peninsula in Shandong Province of China, and composed of recharge well and pool. By analyzing the problems of the existing recharge wells with filter layer, a group of multidimensional recharge wells with filter layer are designed, which are of a large single-well recharge volume and the advantages of siltation prevention, prevention of wast water recharge and scour resistance. The theoretical formulas and parameters of the single-well recharge volume for multidimensional recharge wells with filter layer are also given. Meanwhile, the laboratory steady state flow recharge test device is developed. The laboratory steady state flow tests on ordinary recharge well, existing recharge well with filter layer and multidimensional recharge wells with filter layer are carried out. The following conclusions are drawn: (1) Under the same conditions, compared with that of the existing recharge well with filter layer, the single-well recharge volume of multidimensional recharge wells with filter layer increases by 370%~420%; (2) The shape of multidimensional recharge wellhead affects single-well recharge volume, and single-well recharge volume of the round multidimensional recharge wellhead is the largest in the same flow section area; (3) The single-well recharge volume is the largest in the first test, and gradually decreases and tends to be stabe with the increasing number of tests; (4) There is a nonlinear relationship between the single-well recharge volume and the inflow section porosity of multidimensional recharge wellhead, and the inflow section porosity is suitable for 20%. The study is of significance for improving the recharge capacity and calculating the single-well recharge volume quantitatively.

关键词

反滤回灌井/多维/回灌试验/单井回灌量/稳定流

Key words

recharge well with filter layer/multidimension/recharge test/single-well recharge volume/steady state flow

分类

建筑与水利

引用本文复制引用

李旺林,尹志远,刘占磊,魏鹏昆,何家鹏..多维反滤回灌井室内稳定流试验研究[J].岩土工程学报,2017,39(2):327-333,7.

基金项目

山东省科技计划项目(2013GSF11606) (2013GSF11606)

水利部公益性科研专项项目(201401024) (201401024)

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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