Rivett Michael O, Dearden Rachel A, Wealthall Gary P
Water Sciences, School of Geography, Earth & Environmental Sciences, University of Birmingham, Birmingham B15 2TT, UK.
Water Sciences, School of Geography, Earth & Environmental Sciences, University of Birmingham, Birmingham B15 2TT, UK; British Geological Survey, Environmental Science Centre, Keyworth, Nottingham NG12 5GG, UK.
J Contam Hydrol. 2014 Dec 1;170:95-115. doi: 10.1016/j.jconhyd.2014.09.008. Epub 2014 Sep 28.
A detailed field-scale investigation of processes controlling the architecture, persistence and dissolution of a 20 to 45year old trichloroethene (TCE) dense non-aqueous phase liquid (DNAPL) source zone located within a heterogeneous sand/gravel aquifer at a UK industrial site is presented. The source zone was partially enclosed by a 3-sided cell that allowed detailed longitudinal/fence transect monitoring along/across a controlled streamtube of flow induced by an extraction well positioned at the cell closed end. Integrated analysis of high-resolution DNAPL saturation (Sn) (from cores), dissolved-phase plume concentration (from multilevel samplers), tracer test and permeability datasets was undertaken. DNAPL architecture was determined from soil concentration data using partitioning calculations. DNAPL threshold soil concentrations and low Sn values calculated were sensitive to sorption assumptions. An outcome of this was the uncertainty in demarcation of secondary source zone diffused and sorbed mass that is distinct from trace amounts of low Sn DNAPL mass. The majority of source mass occurred within discrete lenses or pools of DNAPL associated with low permeability geological units. High residual saturation (Sn>10-20%) and pools (Sn>20%) together accounted for almost 40% of the DNAPL mass, but only 3% of the sampled source volume. High-saturation DNAPL lenses/pools were supported by lower permeability layers, but with DNAPL still primarily present within slightly more permeable overlying units. These lenses/pools exhibited approximately linearly declining Sn profiles with increasing elevation ascribed to preferential dissolution of the uppermost DNAPL. Bi-component partitioning calculations on soil samples confirmed that the dechlorination product cDCE (cis-dichloroethene) was accumulating in the TCE DNAPL. Estimated cDCE mole fractions in the DNAPL increased towards the DNAPL interface with the uppermost mole fraction of 0.04 comparable to literature laboratory data. DNAPL dissolution yielded heterogeneous dissolved-phase plumes of TCE and its dechlorination products that exhibited orders of magnitude local concentration variation. TCE solubility concentrations were relatively localised, but coincident with high saturation DNAPL lens source areas. Biotic dechlorination in the source zone area, however, caused cDCE to be the dominant dissolved-phase plume. The conservative tracer test usefully confirmed the continuity of a permeable gravel unit at depth through the source zone. Although this unit offered significant opportunity for DNAPL bypassing and decreased timeframes for dechlorination, it still transmitted a significant proportion of the contaminant flux. This was attributed to dissolution of DNAPL-mudstone aquitard associated sources at the base of the continuous gravel as well as contaminated groundwater from surrounding less permeable sand and gravel horizons draining into this permeable conduit. The cell extraction well provided an integrated metric of source zone dissolution yielding a mean concentration of around 45% TCE solubility (taking into account dechlorination) that was equivalent to a DNAPL mass removal rate of 0.4tonnes per annum over a 16m(2) cell cross sectional area of flow. This is a significant flux considering the source age and observed occurrence of much of the source mass within discrete lenses/pools. We advocate the need for further detailed field-scale studies on old DNAPL source zones that better resolve persistent pool/lens features and are of prolonged duration to assess the ageing of source zones. Such studies would further underpin the application of more surgical remediation technologies.
本文介绍了对英国一个工业场地中,位于非均质砂/砾石含水层内、存在时长20至45年的三氯乙烯(TCE)重质非水相液体(DNAPL)源区进行的详细现场尺度研究,该研究涉及控制其结构、持久性和溶解的过程。源区部分被一个三边单元包围,该单元允许沿着/穿过位于单元封闭端的抽水井所诱导的受控流线,进行详细的纵向/围栏断面监测。对高分辨率DNAPL饱和度(Sn)(来自岩芯)、溶解相羽流浓度(来自多层采样器)、示踪剂测试和渗透率数据集进行了综合分析。利用分配计算从土壤浓度数据确定DNAPL结构。计算得出的DNAPL阈值土壤浓度和低Sn值对吸附假设敏感。由此产生的一个结果是,与微量低Sn DNAPL质量不同的二次源区扩散和吸附质量的划分存在不确定性。大部分源质量存在于与低渗透地质单元相关的离散透镜体或DNAPL池中。高残余饱和度(Sn>10 - 20%)和池(Sn>20%)总共占DNAPL质量的近40%,但仅占采样源体积的3%。高饱和度DNAPL透镜体/池由较低渗透层支撑,但DNAPL仍主要存在于渗透性稍高的上覆单元中。这些透镜体/池随着海拔升高呈现出近似线性下降的Sn剖面,这归因于最上层DNAPL的优先溶解。对土壤样品进行的双组分分配计算证实,脱氯产物顺式二氯乙烯(cDCE)正在TCE DNAPL中积累。DNAPL中估计的cDCE摩尔分数朝着DNAPL界面增加,最上层的摩尔分数为0.04,与文献实验室数据相当。DNAPL溶解产生了TCE及其脱氯产物的非均质溶解相羽流,其局部浓度变化达几个数量级。TCE溶解度浓度相对局部化,但与高饱和度DNAPL透镜体源区一致。然而,源区的生物脱氯导致cDCE成为主要的溶解相羽流。保守示踪剂测试有效地证实了深部一个渗透性砾石单元穿过源区的连续性。尽管该单元为DNAPL绕过提供了重要机会并缩短了脱氯时间框架,但它仍传输了相当比例的污染物通量。这归因于连续砾石底部与DNAPL - 泥岩隔水层相关的源的溶解,以及来自周围渗透性较低的砂和砾石层位的受污染地下水排入这个渗透性管道。单元抽水井提供了源区溶解的综合指标,得出平均浓度约为TCE溶解度的45%(考虑脱氯),这相当于在16平方米的单元横截面积流量上,每年去除0.4吨DNAPL质量。考虑到源的年龄以及观察到大部分源质量存在于离散透镜体/池中,这是一个显著的通量。我们主张需要对旧的DNAPL源区进行进一步详细的现场尺度研究,以更好地解析持久的池/透镜体特征,并进行更长时间的研究以评估源区的老化。此类研究将进一步支持更精准修复技术的应用。