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在具有结构化物理异质性的填充柱中,趋化作用诱导的横向细菌迁移。

Transverse bacterial migration induced by chemotaxis in a packed column with structured physical heterogeneity.

作者信息

Wang Meng, Ford Roseanne M

机构信息

Department of Chemical Engineering, University of Virginia, Charlottesville, Virginia 22904, USA.

出版信息

Environ Sci Technol. 2009 Aug 1;43(15):5921-7. doi: 10.1021/es901001t.

Abstract

The significance of chemotaxis in directing bacterial migration toward contaminants in natural porous media was investigated under groundwater flow conditions. A laboratory-scale column, with a coarse-grained sand core surrounded by a fine-grained annulus, was used to simulate natural aquifers with strata of different hydraulic conductivities. A chemoattractant source was placed along the central axis of the column to model contaminants trapped in the heterogeneous subsurface. Chemotactic bacterial strains, Escherichia coli HCB1 and Pseudomonas putida F1, introduced into the column by a pulse injection, were found to alter their transport behaviors under the influence of the attractant chemical emanating from the central source. For E. coil HCB1, approximately 18% more of the total population relative to the control without attractant exited the column from the coarse sand layer due to the chemotactic effects of alpha-methylaspartate under an average fluid velocity of 5.1 m/d. Although P. putida F1 demonstrated no observable changes in migration pathways with the model contaminant acetate under the same flow rate, when the flow rate was reduced to 1.9 m/d, approximately 6-10% of the population relative to the control migrated from the fine sand layer toward attractant into the coarse sand layer. Microbial transport properties were further quantified by a mathematical model to examine the significance of bacterial motility and chemotaxis under different hydrodynamic conditions, which suggested important considerations for strain selection and practical operation of bioremediation schemes.

摘要

在地下水流条件下,研究了趋化作用在引导细菌向天然多孔介质中的污染物迁移方面的意义。使用一个实验室规模的柱体,其粗粒砂芯被细粒环带包围,以模拟具有不同水力传导率地层的天然含水层。沿着柱体的中轴线放置一个化学引诱源,以模拟被困在非均质地下层中的污染物。通过脉冲注入将趋化细菌菌株大肠杆菌HCB1和恶臭假单胞菌F1引入柱体,发现它们在来自中央源的引诱化学物质的影响下改变了其传输行为。对于大肠杆菌HCB1,在平均流体流速为5.1米/天的情况下,由于α-甲基天冬氨酸的趋化作用,相对于没有引诱剂的对照,总菌数中约有18%更多的细菌从粗砂层流出柱体。尽管恶臭假单胞菌F1在相同流速下与模型污染物乙酸盐的迁移途径没有明显变化,但当流速降至1.9米/天时,相对于对照,约有6-10%的菌数从细砂层向引诱剂迁移进入粗砂层。通过数学模型进一步量化了微生物传输特性,以研究不同水动力条件下细菌运动性和趋化作用的意义,这为生物修复方案的菌株选择和实际操作提供了重要考虑因素。

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