Department of Civil, Architectural and Environmental Engineering, Drexel University, 3141 Chestnut Street, Philadelphia, PA 19104, United States.
J Contam Hydrol. 2013 Jul;150:54-64. doi: 10.1016/j.jconhyd.2013.04.003. Epub 2013 Apr 23.
Bacterial infiltration through the subsurface has been studied experimentally under different conditions of interest and is dependent on a variety of physical, chemical and biological factors. However, most bacterial transport studies fail to adequately represent the complex processes occurring in natural systems. Bacteria are frequently detected in stormwater runoff, and may present risk of microbial contamination during stormwater recharge into groundwater. Mixing of stormwater runoff with groundwater during infiltration results in changes in local solution chemistry, which may lead to changes in both bacterial and collector surface properties and subsequent bacterial attachment rates. This study focuses on quantifying changes in bacterial transport behavior under variable solution chemistry, and on comparing the influences of chemical variability and physical variability on bacterial attachment rates. Bacterial attachment rate at the soil-water interface was predicted analytically using a combined rate equation, which varies temporally and spatially with respect to changes in solution chemistry. Two-phase Monte Carlo analysis was conducted and an overall input-output correlation coefficient was calculated to quantitatively describe the importance of physiochemical variation on the estimates of attachment rate. Among physical variables, soil particle size has the highest correlation coefficient, followed by porosity of the soil media, bacterial size and flow velocity. Among chemical variables, ionic strength has the highest correlation coefficient. A semi-reactive microbial transport model was developed within HP1 (HYDRUS1D-PHREEQC) and applied to column transport experiments with constant and variable solution chemistries. Bacterial attachment rates varied from 9.10×10(-3)min(-1) to 3.71×10(-3)min(-1) due to mixing of synthetic stormwater (SSW) with artificial groundwater (AGW), while bacterial attachment remained constant at 9.10×10(-3)min(-1) in a constant solution chemistry (AGW only). The model matched observed bacterial breakthrough curves well. Although limitations exist in the application of a semi-reactive microbial transport model, this method represents one step towards a more realistic model of bacterial transport in complex microbial-water-soil systems.
细菌在不同的感兴趣条件下已经通过实验渗透到地下,并且取决于多种物理、化学和生物因素。然而,大多数细菌传输研究未能充分代表在自然系统中发生的复杂过程。细菌经常在雨水径流水中被检测到,并且在雨水回灌到地下水中时可能存在微生物污染的风险。雨水径流水与地下水在渗透过程中的混合会导致局部溶液化学性质的变化,这可能导致细菌和收集器表面性质的变化以及随后的细菌附着率的变化。本研究侧重于量化在可变溶液化学条件下细菌传输行为的变化,并比较化学变异性和物理变异性对细菌附着率的影响。使用随时间和空间变化的组合速率方程,对土壤-水界面处的细菌附着率进行了分析预测,该方程随溶液化学变化而变化。进行了两相蒙特卡罗分析,并计算了总体输入-输出相关系数,以定量描述物理化学变异性对附着率估计的重要性。在物理变量中,土壤颗粒大小的相关性系数最高,其次是土壤介质的孔隙度、细菌大小和流速。在化学变量中,离子强度的相关性系数最高。在 HP1(HYDRUS1D-PHREEQC)中开发了一个半反应微生物传输模型,并将其应用于具有恒定和可变溶液化学的柱传输实验。由于合成雨水(SSW)与人工地下水(AGW)的混合,细菌附着率从 9.10×10(-3)min(-1)变化到 3.71×10(-3)min(-1),而在恒定溶液化学(仅 AGW)下,细菌附着率保持恒定在 9.10×10(-3)min(-1)。该模型很好地匹配了观察到的细菌穿透曲线。尽管在应用半反应微生物传输模型方面存在局限性,但这种方法代表了朝着在复杂微生物-水-土壤系统中更真实的细菌传输模型迈出的一步。