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Remediation of Chlorinated Solvent Plumes Using In-Situ Air Sparging—A 2-D Laboratory Study

机译:使用原位空气喷射修复氯化溶剂羽流的二维实验室研究

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摘要

In-situ air sparging has evolved as an innovative technique for soil and groundwater remediation impacted with volatile organic compounds (VOCs), including chlorinated solvents. These may exist as non-aqueous phase liquid (NAPL) or dissolved in groundwater. This study assessed: (1) how air injection rate affects the mass removal of dissolved phase contamination, (2) the effect of induced groundwater flow on mass removal and air distribution during air injection, and (3) the effect of initial contaminant concentration on mass removal. Dissolved-phase chlorinated solvents can be effectively removed through the use of air sparging; however, rapid initial rates of contaminant removal are followed by a protracted period of lower removal rates, or a tailing effect. As the air flow rate increases, the rate of contaminant removal also increases, especially during the initial stages of air injection. Increased air injection rates will increase the density of air channel formation, resulting in a larger interfacial mass transfer area through which the dissolved contaminant can partition into the vapor phase. In cases of groundwater flow, increased rates of air injection lessened observed downward contaminant migration effect. The air channel network and increased air saturation reduced relative hydraulic conductivity, resulting in reduced groundwater flow and subsequent downgradient contaminant migration. Finally, when a higher initial TCE concentration was present, a slightly higher mass removal rate was observed due to higher volatilization-induced concentration gradients and subsequent diffusive flux. Once concentrations are reduced, a similar tailing effect occurs.
机译:原位空气喷射技术已发展成为一种创新技术,可用于土壤和地下水的修复,其中包括挥发性有机化合物(VOC),包括氯化溶剂。它们可能以非水相液体(NAPL)的形式存在或溶解在地下水中。该研究评估了:(1)空气注入速率如何影响溶解相污染物的质量去除;(2)空气注入过程中诱导的地下水流量对质量去除和空气分布的影响;以及(3)初始污染物浓度对大量去除。通过使用空气喷射可以有效地去除溶解相中的氯化溶剂。但是,污染物去除的初始速度很快,随后则是去除率降低或拖尾效应的延长期。随着空气流量的增加,污染物的去除率也增加,尤其是在空气注入的初始阶段。增加的空气注入速率将增加空气通道形成的密度,从而导致较大的界面传质面积,通过该界面传质面积,溶解的污染物可以分配到气相中。在地下水流动的情况下,观察到的向下污染物迁移效应会降低注气速率。空气通道网络和增加的空气饱和度降低了相对的水力传导率,导致地下水流量减少,随后污染物迁移降低。最后,当存在较高的初始TCE浓度时,由于较高的挥发诱导的浓度梯度和随后的扩散通量,观察到的质量去除率略高。一旦浓度降低,就会发生类似的拖尾效应。

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