井周高渗透性多孔介质对多筛孔井修复效果的影响

叶逾; 许文瑜; 鲁春辉; 谢一凡; 罗剑

doi:10.13205/j.hjgc.202204007

井周高渗透性多孔介质对多筛孔井修复效果的影响

doi: 10.13205/j.hjgc.202204007

叶逾^1,2,
许文瑜^1,2,
鲁春辉^2,3, ,,
谢一凡^1,2,
罗剑⁴

1. 河海大学水利水电学院, 南京 210098;
2. 河海大学水文水资源与水利工程科学国家重点实验室, 南京 210098;
3. 河海大学长江保护与绿色发展研究院, 南京 210098;
4. 美国佐治亚理工学院土木与环境工程系, 佐治亚州亚特兰大 30331

基金项目:

国家重点研发计划(2021YFC3200500)

中央高校基本科研业务费项目(B220202060)

详细信息

作者简介:
叶逾(1987-),女,副教授,主要研究方向为地下水动力及溶质运移。yeyu@hhu.edu.cn

通讯作者:
鲁春辉(1981-),男,教授,主要研究方向为海岸带地下水。clu@hhu.edu.cn

计量
- 文章访问数: 116
- HTML全文浏览量: 17
- PDF下载量: 4
- 被引次数: 0
出版历程
- 收稿日期: 2021-07-29
- 网络出版日期: 2022-07-06

IMPACT OF SURROUNDING HIGH-PERMEABLE POROUS MEDIA ON REMEDIATION EFFICIENCY OF MULTI-SCREEN WELLS

YE Yu^1,2,
XU Wenyu^1,2,
LU Chunhui^{2,3
, ,},
XIE Yifan^1,2,
LUO Jian⁴

1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;
2. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China;
3. Yangtze Institute for Conservation and Development, Hohai University, Nanjing 210098, China;
4. School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta 30331, GA, USA

摘要

摘要: 为探究井周介质非均质性对多筛孔井修复地下水效果的影响,利用二维数值模拟,通过在井周设置高渗透性透镜体并改变其位置、尺寸和渗透系数,探究井周存在高渗透性多孔介质的情况下多筛孔井的修复效率和最优注入间距。结果表明:井周高渗透性透镜体的存在及其位置、尺寸、渗透系数的变化均影响多筛孔井的修复效率,其结果取决于溶质羽因透镜体产生的聚集和绕流程度;井周高渗透性介质的存在可显著提升修复效率;多筛孔井最优注入间距因井周非均质性的存在而改变,一般来说,井周高渗透性多孔介质的存在将增大最优注入间距。该研究结果可为利用多筛孔井在非均质含水层中的修复提供理论指导,并为进一步提高多筛孔井修复效率提供一种新思路。
- 地下水修复 /
- 多筛孔井 /
- 高渗透性透镜体 /
- 最优注入间距 /
- 数值模拟
Abstract: To investigate the impact of surrounding heterogenous media on the remediation efficiency of the multi-screen wells, two-dimensional numerical simulations were performed. In the numerical model, high-permeable lenses were constructed around the well and the location, size and hydraulic conductivity of the lenses were changed in different setups. The results showed that the surrounding high-permeable lenses and their position, size and hydraulic conductivity had impact on the remediation efficiency of the multi-screen wells, and its value depended on the effect of flow focusing and meandering introduced by the high-permeable lenses. The high-permeable porous media surrounding the well could significantly enhance remediation efficiency. The optimal injection interval changed due to the existence of heterogeneity surrounding the well. In general, optimal injection interval was enhanced with the surrounding high-permeable porous media. This study provides theoretical instruction for the groundwater remediation using multi-screen wells in heterogeneous aquifer. Furthermore, it offers a new idea on further enhancing remediation efficiency by the multi-screen wells.
- groundwater remediation /
- multi-screen well /
- high-permeable lens /
- optimal injection interval /
- numerical simulation

HTML全文

参考文献(23)

[1]	《2020年中国生态环境状况公报》发布[J].电力科技与环保, 2021, 37(3):38.
[2]	杨乐巍,张晓斌,李书鹏,等.土壤及地下水原位注入-高压旋喷注射修复技术工程应用案例分析[J].环境工程, 2018, 36(12):48-53.
[3]	王朋,陈文英,蒲生彦.地下水循环井原位强化生物修复技术研究进展[J].安全与环境工程, 2021, 28(3):137-146.
[4]	STEFFAN R J, SPERRY K L, WALSH M T, et al. Field-scale evaluation of in situ bioaugmentation for remediation of chlorinated solvents in groundwater[J]. Environmental Science&Technology, 1999, 33(16):2771-2781.
[5]	李书鹏,刘鹏,杜晓明,等.采用零价铁-缓释碳修复氯代烃污染地下水的中试研究[J].环境工程, 2021, 31(4):53-58.
[6]	BEAR J. Dynamics of fluids in porous media[M]. New York, NY:Dover, 1972.
[7]	HOPKINS G D, MCCARTY P L. Field evaluation of in situ aerobic cometabolism of trichloroethylene and three dichloroethylene isomers using phenol and toluene as the primary substrates[J]. Environmental Science&Technology, 1995, 29(6):1628-1637.
[8]	YE Y, ZHANG Y, LU C H, et al. Effective chemical delivery through multi-screen wells to enhance mixing and reaction of solute plumes in porous media[J]. Water Resources Research, 2021, 57:e2020WR028551.
[9]	BIANCHI M, PEDRETTI D. Geological entropy and solute transport in heterogeneous porous media[J]. Water Resources Research, 2017, 53(6):4691-4708.
[10]	FOX D T, GUO L, FUJITA Y, et al. Experimental and numerical analysis of parallel reactant flow and transverse mixing with mineral precipitation in homogeneous and heterogeneous porous media[J]. Transport in Porous Media, 2016, 111(3):605-626.
[11]	赵康,郑晓丽,陈冲,等.非均质性对保守溶质及蒙脱石胶体在饱和多孔介质中运移的影响[J].水土保持学报, 2018, 32(3):140-145.
[12]	甯娜,许模,段永祥,等.保守性离子在包气带层状土中运移规律研究[J].环境工程, 2015, 33(5):70-74.
[13]	郑菲,高燕维,徐红霞,等.非均质性对DNAPL污染源区结构特征影响的实验研究[J].水文地质工程地质, 2016, 43(5):140-148.
[14]	王泽坤,严小三,宋羿,等.含透镜体多孔介质中溶质二维运移实验与模拟研究[J].合肥工业大学学报(自然科学版), 2018, 41(7):968-972.
[15]	ROLLE M, EBERHARDT C, CHIOGNA G, et al. Enhancement of dilution and transverse reactive mixing in porous media:experiments and model-based interpretation[J]. Journal of Contaminant Hydrology, 2009, 110(3/4):130-142.
[16]	WERTH C J, CIRPKA O A, GRATHWOHL P. Enhanced mixing and reaction through flow focusing in heterogeneous porous media[J]. Water Resources Research, 2006, 42(12):W12414.
[17]	YE Y, CHIOGNA G, CIRPKA O A, et al. Enhancement of plume dilution in two-dimensional and three-dimensional porous media by flow focusing in high-permeability inclusions[J]. Water Resources Research, 2015, 51(7):5582-5602.
[18]	FREEZE R A, CHERRY J A. Groundwater[M]. Upper Saddle River, NJ:Prentice Hall, 1979.
[19]	MCDONALD M G, HARBAUGH A W. A modular three-dimensional finite-difference ground-water flow model[R]. U.S. Geological Survey Open-File Report 83-875, 1984.)
[20]	ZHENG C, WANG P P. A modular three-dimensional multispecies model for simulation of advection, dispersion, and chemical reaction of contaminants in groundwater systems:documentation and user's guide[R]. Contract report SERDP-99-1. U.S. Vicksburg, MS:Army Engineer Research and Development Center, 1999.
[21]	ATKINS P W. Physical Chemistry[M]. Oxford:Oxford University Press, 1990.
[22]	SCHEIDEGGER A E. General theory of dispersion in porous media[J]. Journal of Geophysical Research, 1961, 66(10):3273-3278.
[23]	CIRPKA O A, VALOCCHI A J. Two-dimensional concentration distribution for mixing-controlled bioreactive transport in steady state[J]. Advances in Water Resources, 2007, 30:1668-1679.