EFFECT OF VERTICAL BARRIERS ON HYDRODYNAMIC CONTROL OF CONTAMINATED GROUNDWATER
-
摘要: 为确定垂直屏障对污染地下水水动力控制的影响,进而指导水动力阻截技术方案的设计和施工,建立了水动力阻截技术试验装置,在不同工况下进行了试验,结合GMS的模拟结果,发现上游开放式垂直屏障的存在可以在下游污染源附近形成大范围的污染物捕获区,从而延缓污染物的扩散,并使下游监测点的污染物峰值浓度下降。上游开放式垂直屏障的弧长越长,阻截效果越好。上游抽水方案的阻截效果与抽水流量有直接关系:抽水流量越大,在中游形成的捕获区范围越大,污染物扩散越慢,峰值浓度越小。而垂直屏障与上游抽水井的结合可以有效降低控制污染物扩散所必需的抽水流量,从而大大降低上游抽水方案的实施成本。Abstract: To determine the influence of vertical barriers on the hydrodynamic control of contaminated groundwater and guide the design and construction of hydrodynamic interception technology, a hydrodynamic interception technology test device was established, and tests were carried out under different working conditions. Combined with the simulation results of GMS, it was found that the existence of an upstream open vertical barrier could form a large range of pollutant capture areas near the downstream pollution source, thus delaying the diffusion of pollutants and reducing the peak concentration of pollutants at the downstream monitoring point. The longer the arc length of the upstream open vertical barrier, the better the interception effect. The interception effect of the upstream pumping scheme was directly related to the pumped flow. The higher the pumped flow, the larger the range of the captured area formed in the middle reach, the slower the diffusion of pollutants, and the lower the peak concentration. The combination of vertical barriers and upstream pumping wells could very effectively reduce the pumping flow necessary to control the diffusion of pollutants, thus greatly reducing the implementation cost of the upstream pumping scheme.
-
Key words:
- vertical barrier /
- hydrodynamic interception technology /
- simulation /
- upstream pumping /
- pumped flow
-
[1] 吕淑清. 土壤—膨润土泥浆墙对污染物的阻截性能及机理研究[D]. 长春:吉林大学, 2015. [2] PADHYE L P, SRIVASTAVA P, JASEMIZAD T, et al. Contaminant containment for sustainable remediation of persistent contaminants in soil and groundwater[J]. Journal of Hazardous Materials, 2023, 455: 131575. [3] 谢云峰, 曹云者, 张大定, 等. 污染场地环境风险的工程控制技术及其应用[J]. 环境工程技术学报, 2012, 2(1): 51-59. [4] KUI H, XIANGPING L. Application status of vertical barrier technology in site contamination remediation[J]. IOP Conference Series: Earth and Environmental Science, 2019, 242(5): 052029. [5] CHRIST J A, GOLTZ M N. Containment of groundwater contamination plumes: minimizing drawdown by aligning capture wells parallel to regional flow[J]. Journal of Hydrology, 2004, 286(1): 52-68. [6] EVANS J C. Vertical cutoff walls[M]//DANIEL D E. Geotechnical Practice for Waste Disposal. Boston, MA: Springer US, 1993: 430-454. [7] 钱学德, 朱伟, 王升位. 填埋场和污染场地防污屏障设计与施工(上)[M]. 北京: 科学出版社, 2017. [8] CAO B, XU J, WANG F, et al. Vertical barriers for land contamination containment: a review[J]. International Journal of Environmental Research and Public Health, 2021, 18(23): 12643. [9] PEDRETTI D, MASETTI M, BERETTA G P. Stochastic analysis of the efficiency of coupled hydraulic-physical barriers to contain solute plumes in highly heterogeneous aquifers[J]. Journal of Hydrology, 2017, 553: 805-815. [10] ANDERSON E I, ELIZABETH M. The effects of vertical barrier walls on the hydraulic control of contaminated groundwater[J]. Advances in Water Resources, 2006, 29(1): 89-98. [11] 周琪, 左昌余. 分光光度法在水质在线监测领域应用进展[J]. 现代仪器与医疗, 2013, 19(3): 21-24. [12] 范海啸. 水中高锰酸钾指数的测定方案设计[J]. 盐科学与化工, 2020, 49(7): 9-13. [13] 崔树阳, 王乾, 白正伟, 等. 某油库地下水石油烃污染物运移规律及水动力阻截技术模拟[J]. 安全与环境工程, 2023, 30(2): 216-222, 32. [14] 刘国, 李妍颖, 范全忠, 等. 基于Visual MODFLOW的垃圾填埋场阻隔墙设计及效果评估[J]. 环境工程, 2020, 38(6): 137-142, 80. [15] ELIZABETH M, ANDERSON E I. A local model for analysis of pump and treat systems with vertical barrier walls[J]. Advances in Water Resources, 2008, 31(3): 473-483.
点击查看大图
计量
- 文章访问数: 22
- HTML全文浏览量: 3
- PDF下载量: 0
- 被引次数: 0