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Pump-and-treat remediation of chlorinated solvent contamination at a controlled field-experiment site

机译:在受控的现场实验现场对含氯溶剂的污染进行泵处理

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Pump-and-treat (P&T) remediation and associated concentration tailing are investigated at the field scale in a mildly heterogeneous sandy aquifer through the extraction of dissolved chlorinated solvent plumes that had developed over 475 d from a multicomponent dense nonaqueous-phase liquid (DNAPL) source intentionally emplaced in the aquifer at the Borden (ON) research site. Extraction was accomplished via a source-containment well located 25 m from the source and two further downgradient plume-centerline wells to remove the advancing high-concentration dissolved plumes. The 550 days of detailed P&T field data demonstrated the following: remediation, albeit slowly, of the leading 25-60 m plume section to around typical drinking water standard concentrations; concentration tailing (reduction) over 4 orders of magnitude in the plume; a steady-state concentration "plateau" in the source-containment well capturing the steadily dissolving DNAPL source; influences of extraction rate changes (concentration rebounds); and, lengthy tailing from inter-well stagnation-zone areas. Much of the contaminant behavior during the P&T appeared to be "ideal" in the sense that with appropriate specification of the source term and pumping regime, it was reasonably predicted by 3-dimensional numerical model (HydroGeoSphere) simulations that assumed ideal (macrodispersion, linear sorption, etc.) transport. Supporting lab studies confirmed nonideal sorption was, however, important at the point sample scale with enhanced PCE (tetrachloroethene) sorption to low- and high-permeability strata and moderate nonlinear and competitive sorption influences. Although there was limited evidence of nonideal tailing contributions to the field data (underprediction of some tailing curve gradients), such contributions to P&T tailing were not easily discerned and appeared to play a relatively minor role within the mildly heterogeneous aquifer studied.
机译:通过从多组分稠密非水相液体(DNAPL)中提取溶解了475 d以上的溶解的氯化溶剂羽流,在田间规模的轻度非均质砂质含水层中研​​究了泵处理(P&T)修复和相关的浓度拖尾现象。来源有意放置在Borden(ON)研究地点的含水层中。提取是通过距离源25 m的源围堵井和另外两个降级羽状中心线井完成的,以去除前进的高浓度溶解羽状流。 550天的详细P&T现场数据表明:修复了25-60 m的羽状流段,尽管速度很慢,但达到了典型的饮用水标准浓度;羽流中浓度拖尾(减少)超过4个数量级;源收容井中的稳态浓度“平台”捕获稳定溶解的DNAPL源;提取率变化的影响(浓度回弹);而且,从井间停滞带区域拖了很长时间。在P&T期间,大多数污染物行为似乎是“理想的”,这是因为在适当指定源项和泵送方式的情况下,可以通过假设理想(宏观分散,线性)的三维数值模型(HydroGeoSphere)模拟进行合理预测吸附等)运输。辅助实验室研究证实,非理想吸附在点样规模上很重要,因为对低渗透率层和高渗透率层的PCE(四氯乙烯)吸附增强,并且对非线性和竞争性吸附有中等影响。尽管只有很少的证据表明非理想的尾矿对现场数据的贡献(对某些尾矿曲线梯度的预测不足),但对P&T尾矿的这种贡献却不容易被辨认,并且在所研究的轻度非均质含水层中似乎起着相对较小的作用。

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