Volume 38 Issue 6
Dec.  2024
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Li Xuguang, Liu Wenbin, Yu Tianfei, Ma Jian, Zhao Gang, Wang Yuanchuan. Dynamic Experimental Study on Group Well Effect of Resource Recharge[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(6): 750-753. doi: 10.3969/j.issn.1007-2993.2024.06.017
Citation: Li Xuguang, Liu Wenbin, Yu Tianfei, Ma Jian, Zhao Gang, Wang Yuanchuan. Dynamic Experimental Study on Group Well Effect of Resource Recharge[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(6): 750-753. doi: 10.3969/j.issn.1007-2993.2024.06.017
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Dynamic Experimental Study on Group Well Effect of Resource Recharge

doi: 10.3969/j.issn.1007-2993.2024.06.017
  • 1.

    Beijing Urban Construction Group Co., Ltd., Beijing 100088, China

  • 2.

    Beijing Urban Construction Exploration & Surveying Design Research Institute Co., Ltd., Beijing 100101, China

  • 3.

    Beijing Key Laboratory of Deep Foundation Pit Geotechnical Engineering for Urban Rail Transit, Beijing 100101, China

  • Received Date: 2023-08-29
  • Accepted Date: 2024-03-11
  • Rev Recd Date: 2023-11-14
    • Available Online: 2024-12-06
  • Publish Date: 2024-12-06
    Abstract
  • Recharge is one of the effective measures to protect groundwater resources in urban construction. To reasonably consider the influence of group well effect in the design of a recharge project, the influence of group well effect on the recharge capacity of a single well was experimentally studied by adjusting the number and spacing of recharge wells dynamically in the selected recharge area, and the change law of the recharge capacity of a single well with the number and spacing of recharge wells was summarized. The results show that the group well effect has a significant effect on the recharge capacity of a single well. Once the recharge area is selected, the recharge capacity of a single well decreases with the increase of the number of recharge wells, and the relationship between the recharge capacity of a single well and the spacing of recharge wells is roughly logarithmic.

     

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    • References(12)
  • [1]
    毛根海, 宋建锋, 姚懿伦, 等. 回灌技术在基坑工程中的应用研究[J]. 浙江大学学报(工学版),2005(1):166-169.
    [2]
    肖双全, 赵 刚, 李凌宜, 等. 砂卵石潜水层回灌对临近同层降水工程影响研究[J]. 都市快轨交通,2021,34(2):111-116. doi: 10.3969/j.issn.1672-6073.2021.02.018
    [3]
    胡冰冰, 路林海, 李 罡, 等. 富水砂卵层基坑封闭降水与回灌工程关键技术[J]. 都市快轨交通,2021,34(3):92-97, 103.
    [4]
    郑 刚, 曹剑然, 程雪松, 等. 考虑承压含水层间越流的地下水回灌现场试验研究[J]. 岩土工程学报,2018,41(9):1-10.
    [5]
    陆建生. 深基坑工程回灌管井设计若干问题探讨[J]. 探矿工程( 岩土钻掘工程),2013,40(8):42-46.
    [6]
    刘 金. 济南市富水地层基坑降水与回灌理论计算及试验研究[D]. 济南: 山东大学, 2017.
    [7]
    张晋勋, 赵 刚, 韩玉珍, 等. 潜水层一体化降水回灌设计方法研究[J]. 岩土力学,2022,43(11):3107-3116.
    [8]
    夏 鹏. 厚砂卵石地层回灌模型试验与回灌井流问题研究[D]. 济南: 山东大学, 2017.
    [9]
    钱学溥, 于义强. 引用影响半径理论公式及其应用[J]. 工程勘察,2019,47(6):43-49.
    [10]
    郭 枫, 王贵和, 阚生雷, 等. 北京地区厚卵石潜水层现场回灌试验研究[J]. 科学技术与工程,2020,20(32):13379-13385. doi: 10.3969/j.issn.1671-1815.2020.32.041
    [11]
    崔永高. 深厚强透水含水层超大基坑降水群井效应研究[J]. 工程地质学报,2015,23(3):574-579.
    [12]
    欧志亮, 沈媛媛, 许 亮. 强渗透地区地铁降水回灌方案研究[J]. 城市地质,2022,17(1):50-55. doi: 10.3969/j.issn.1007-1903.2022.01.008
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