Department of Civil and Environmental Engineering, University of Maryland, College Park, MD 20742, USA.
J Contam Hydrol. 2013 Mar;146:16-36. doi: 10.1016/j.jconhyd.2012.12.002. Epub 2013 Feb 7.
In situ bioremediation of contaminated groundwater is made technologically challenging by the physically, chemically, and biologically heterogeneous subsurface environment. Subsurface heterogeneities are important because of influences on interfacial mass transfer processes that impact the availability of substrates to microorganisms. The goal of this study was to perform a "proof-of-concept" evaluation of the utility of a quantitative framework based on a set of dimensionless coefficients for evaluating the effects of competing physicochemical interfacial and biokinetic processes at the field scale. First, three numerical modeling experiments were completed, demonstrating how the framework can be used to identify the rate-limiting process for the overall bioremediation rate, and to predict what engineered enhancements will alleviate the rate-limiting process. Baseline conditions for each scenario were established to examine intrinsic biodegradation with a given rate-limiting process (either dispersion, biokinetics, or sorption). Then different engineering treatments were examined. In each case, the treatment predicted to be appropriate for addressing the overall rate-limiting process based on the quantitative framework alleviated the limitation more successfully, and enhanced the in situ biodegradation rate more than the alternative enhancements. Second, the quantitative framework was applied to a series of large-scale laboratory and field-scale experiments, using reported parameter estimates to calculate the relevant dimensionless coefficients and predict the rate-limiting process(es). Observations from the studies were then used to evaluate those predictions.
受地下环境物理、化学和生物异质性的影响,受污染地下水的原位生物修复在技术上具有挑战性。地下非均质性很重要,因为它会影响界面传质过程,从而影响微生物对基质的利用。本研究的目的是对基于一组无量纲系数的定量框架在评估现场尺度上竞争的物理化学界面和生物动力学过程的影响的实用性进行“概念验证”评估。首先,完成了三个数值模拟实验,展示了如何使用该框架来确定整体生物修复速率的限速过程,并预测哪些工程增强措施将缓解限速过程。为每个方案建立了基线条件,以检查具有给定限速过程(分散、生物动力学或吸附)的内在生物降解。然后检查了不同的工程处理。在每种情况下,根据定量框架预测的对解决整体限速过程合适的处理方法更成功地缓解了限制,并比替代增强措施更有效地提高了原位生物降解速率。其次,将定量框架应用于一系列大型实验室和现场规模实验,使用报告的参数估计值计算相关无量纲系数并预测限速过程。然后利用研究中的观测结果来评估这些预测。