首页> 外文期刊>Journal of Contaminant Hydrology >Plume Persistence Caused By Back Diffusion From Thin Clay Layers In A Sand Aquifer Following Tce Source-zone Hydraulic Isolation
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Plume Persistence Caused By Back Diffusion From Thin Clay Layers In A Sand Aquifer Following Tce Source-zone Hydraulic Isolation

机译:Tce源区水力隔离后砂层含水层薄粘土层向后扩散引起的羽流持久性

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This paper concludes that back diffusion from one or a few thin clayey beds in a sand aquifer can cause contaminant persistence above MCLs in a sand aquifer long after the source zone initially causing the plume is isolated or removed. This conclusion is based on an intensive case study of a TCE contaminated site in Florida, with the processes evaluated using numerical modeling. At this site, the TCE DNAPL zone formed decades ago, and was hydraulically isolated by means of an innovative system performing groundwater extraction, treatment and re-injection. Treated water is re-injected in a row of injection wells situated a short distance downgradient of the extraction wells, creating a clean-water displacement front to efficiently flush the downgradient plume. This scheme avoids the creation of stagnation zones typical of most groundwater pump-and-treat systems, thereby minimizing the time for aquifer flushing and therefore downgradient cleanup. The system began operation in August 2002 and although the performance monitoring shows substantial declines in concentrations, detectable levels of TCE and degradation products persist downgradient of the re-injection wells, long after the TCE should have disappeared based on calculations assuming a nearly homogenous sand aquifer. Three hypotheses were assessed for this plume persistence: 1) incomplete source-zone capture, 2) DNAPL occurrence downgradient of the re-injection wells, and 3) back diffusion from one or more thin clay beds in the aquifer. After careful consideration, the first two hypotheses were eliminated, leaving back diffusion as the only plausible hypothesis, supported by detailed measurements of VOC concentrations within and near the clay beds and also by numerical model simulations that closely represent the field site hydrogeologic conditions. The model was also used to simulate a more generalized, hypothetical situation where more thin clayey beds occur in a sand aquifer with an underlying aquitard. While there is no doubt that DNAPL source mass reduction can eventually improve downgradient groundwater quality, the magnitude and time scale over which the improvement occurs is the major uncertainty given current characterization approaches. This study shows that even one thin clay bed, less than 0.2 m thick, can cause plume persistence due to back diffusion for several years or even decades after the flux from the source is completely isolated. Thin clay beds, which have a large storage capacity for dissolved and sorbed contaminant mass, are common in many types of sandy aquifers. However, without careful inspection of continuous cores and sampling, such thin clay beds, and their potential for causing long-term back-diffusion effects, can easily go unnoticed during site characterization.
机译:本文得出的结论是,在最初导致羽状流的源区被隔离或清除之后的很长一段时间内,从一个或几个薄含水层中的一个或几个薄质黏土层向后扩散会导致污染物在一个含水层中的MCL上方持续存在。该结论基于对佛罗里达州TCE污染场所的深入案例研究,并使用数值模型对过程进行了评估。在该地点,TCE DNAPL区形成于数十年前,并通过执行地下水提取,处理和再注入的创新系统进行了水力隔离。将经过处理的水重新注入排吸井中距离下降梯度较近的一排注入井中,从而形成净水驱替锋面,以有效冲洗下降梯度的羽流。该方案避免了大多数地下水泵送和处理系统中典型的停滞区的产生,从而最大程度地减少了含水层冲洗的时间,并因此降低了降级清洁的时间。该系统于2002年8月开始运行,尽管性能监测显示浓度显着下降,但可测出的三氯乙烯和降解产物的水平继续降低了回注井的坡度,但根据假定接近均质的含水层的计算,三氯乙烯应消失了很长时间之后。对于这种羽流持久性,评估了三个假设:1)源区捕获不完全; 2)再注入井的DNAPL发生降级; 3)含水层中一个或多个薄粘土层向后扩散。经过仔细考虑,消除了前两个假设,仅通过对粘土层内部和附近的VOC浓度进行了详细测量,并通过数值模型模拟可以很好地代表现场水文地质条件,从而使反向扩散成为唯一可行的假设。该模型还用于模拟更为普遍的假设情况,即在带有潜在的阿基德的含水层中出现更薄的黏土床。虽然毫无疑问,DNAPL源的减少最终可以改善地下水位下降的质量,但是在当前的表征方法下,改善的幅度和时间尺度是主要的不确定因素。这项研究表明,即使完全隔离了源中的通量,即使厚度小于0.2 m的薄粘土床,也可能由于向后扩散而导致羽流持久性,甚至持续数年甚至数十年。在许多类型的含砂含水层中,稀薄的粘土床具有很大的存储能力,可容纳溶解和吸附的污染物。但是,如果不仔细检查连续岩心和进行采样,那么这种薄粘土床及其潜在的引起长期反向扩散效应的潜力很容易在现场表征过程中被忽略。

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