首页> 外文期刊>Journal of Contaminant Hydrology >Quantifying groundwater flow variability in a poorly cemented fractured sandstone aquifer to inform in situ remediation
【24h】

Quantifying groundwater flow variability in a poorly cemented fractured sandstone aquifer to inform in situ remediation

机译:量化地下水流动变异性在粘稠的碎片砂岩含水层中,以通知原位修复

获取原文
获取原文并翻译 | 示例
           

摘要

This study applies innovative methods to characterize and quantify the magnitude of groundwater flow in a fractured and variably cemented sandstone aquifer to inform an in-situ remediation strategy for trichloroethene (TCE) contamination. A modified active-distributed temperature sensing (A-DTS) approach in which fiber optic cables were permanently grouted in the borehole was used to quantify groundwater flow rates. Two additional tracer tests were conducted: 1) fluorescein tracer injection followed by rock coring and sampling for visual mapping and porewater analysis, and 2) deployment of passive flux meters in conventional monitoring wells to evaluate groundwater velocity and mass flux distributions. Forced gradient injection of fluorescein tracer sug-gests a dual porosity flow system wherein higher rates of groundwater flow occur within discrete features including highly permeable bedding planes and fractures, with slower flow occurring within the rock matrix. Tracer was observed and detected in the unfractured matrix porewater 1.5 m away from the injection well. Beyond this distance, 6 m radially away from the injection hole, tracer was primarily detected within and adjacent to high transmissivity fractures serving as preferential flow paths. The Darcy flux calculated using active distributed temperature sensing (A-DTS) shows depth-discrete values ranging from 7 to 60 cm/day, with average and median values of 23 and 17 cm/day, respectively. Passive Flux Meters (PFMs) deployed in three conven-tional monitoring wells with slotted screens and sand filter packs showed groundwater flux values ranging from 2 to 11 cm/day, with an overall average of 4 cm/day and are likely biased low due to spreading in the sand pack. The study results were used to inform an in-situ remediation system design including the proposed injection well spacing and the amendment delivery approach. In addition, the results were used to build confidence in the viability of delivering an oxidant to the rock matrix via advective processes. This is important because 1) the matrix is where the majority of the TCE mass occurs, and 2) it provides insights on processes that directly affect remedial performance expectations given advective delivery to preferential pathways and the matrix overcomes diffusion only conditions.
机译:本研究适用于创新方法来表征和量化骨折和可变泡沫砂岩含水层中地下水流量的大小,以通知原位修复对三氯乙烯(TCE)污染的修复策略。用于在钻孔中永久地灌浆光纤电缆的改进的主动分布式温度感测(A-DTS)方法,用于量化地下水流速。进行了两次额外的示踪试验:1)荧光素示踪剂注射液,然后是岩石芯片和采样,用于视觉映射和钻孔分析,2)在传统的监测井中展开被动通量仪表,以评估地下水速度和质量磁通量分布。强制梯度注入荧光素示踪剂Sug-Gests双孔隙流量系统,其中在离散特征内发生较高的地下水流速,包括高渗透床上用品和裂缝,在岩石基质内发生较慢的流动。观察跟踪器,并在不裂缝的基质嵌卫中检测并检测到1.5米远离注射孔。超出该距离,&从注射孔径向远离注射孔,主要检测到置于用作优先流动路径的高透射率裂缝内和邻近的示踪剂。使用主动分布式温度传感(A-DTS)计算的达西助焊剂显示3至60cm /天的深度离散值,分别具有23和17cm /天的平均值和中值。在具有开槽屏幕和砂滤器包装的三个连续监测井中部署的被动磁通仪(PFMS)显示出从2至11厘米/天的地下水磁通值,整体平均为4厘米/天,并且由于在砂包里传播。研究结果用于通知原位修复系统设计,包括所提出的注入井间距和修正递送方法。此外,结果用于通过平面过程构建在将氧化剂递送到岩石基质的活力的置信度。这很重要,因为1)基质是大多数TCE质量发生的地方,而且2)它提供了对直接影响对优先途径给予前进途径的改进性能预期的过程的见解,并且基质克服仅条扩散。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号