Shah Nadeem W, Thornton Steven F, Bottrell Simon H, Spence Michael J
Groundwater Protection and Restoration Group, Kroto Research Institute, North Campus, University of Sheffield, Sheffield S3 7HQ, UK.
J Contam Hydrol. 2009 Jan 26;103(3-4):119-33. doi: 10.1016/j.jconhyd.2008.09.022. Epub 2008 Oct 17.
The potential for aerobic biodegradation of MTBE in a fractured chalk aquifer is assessed in microcosm experiments over 450 days, under in situ conditions for a groundwater temperature of 10 degrees C, MTBE concentration between 0.1 and 1.0 mg/L and dissolved O2 concentration between 2 and 10 mg/L. Following a lag period of up to 120 days, MTBE was biodegraded in uncontaminated aquifer microcosms at concentrations up to 1.2 mg/L, demonstrating that the aquifer has an intrinsic potential to biodegrade MTBE aerobically. The MTBE biodegradation rate increased three-fold from a mean of 6.6+/-1.6 microg/L/day in uncontaminated aquifer microcosms for subsequent additions of MTBE, suggesting an increasing biodegradation capability, due to microbial cell growth and increased biomass after repeated exposure to MTBE. In contaminated aquifer microcosms which also contained TAME, MTBE biodegradation occurred after a shorter lag of 15 or 33 days and MTBE biodegradation rates were higher (max. 27.5 microg/L/day), probably resulting from an acclimated microbial population due to previous exposure to MTBE in situ. The initial MTBE concentration did not affect the lag period but the biodegradation rate increased with the initial MTBE concentration, indicating that there was no inhibition of MTBE biodegradation related to MTBE concentration up to 1.2 mg/L. No minimum substrate concentration for MTBE biodegradation was observed, indicating that in the presence of dissolved O2 (and absence of inhibitory factors) MTBE biodegradation would occur in the aquifer at MTBE concentrations (ca. 0.1 mg/L) found at the front of the ether oxygenate plume. MTBE biodegradation occurred with concomitant O2 consumption but no other electron acceptor utilisation, indicating biodegradation by aerobic processes only. However, O2 consumption was less than the stoichiometric requirement for complete MTBE mineralization, suggesting that only partial biodegradation of MTBE to intermediate organic metabolites occurred. The availability of dissolved O2 did not affect MTBE biodegradation significantly, with similar MTBE biodegradation behaviour and rates down to ca. 0.7 mg/L dissolved O2 concentration. The results indicate that aerobic MTBE biodegradation could be significant in the plume fringe, during mixing of the contaminant plume and uncontaminated groundwater and that, relative to the plume migration, aerobic biodegradation is important for MTBE attenuation. Moreover, should the groundwater dissolved O2 concentration fall to zero such that MTBE biodegradation was inhibited, an engineered approach to enhance in situ bioremediation could supply O2 at relatively low levels (e.g. 2-3 mg/L) to effectively stimulate MTBE biodegradation, which has significant practical advantages. The study shows that aerobic MTBE biodegradation can occur at environmentally significant rates in this aquifer, and that long-term microcosm experiments (100s days) may be necessary to correctly interpret contaminant biodegradation potential in aquifers to support site management decisions.
在长达450天的微观实验中,于原位条件下评估了裂隙白垩含水层中甲基叔丁基醚(MTBE)的好氧生物降解潜力。实验条件为地下水温10摄氏度,MTBE浓度在0.1至1.0毫克/升之间,溶解氧浓度在2至10毫克/升之间。经过长达120天的滞后期后,MTBE在未受污染的含水层微观环境中以高达1.2毫克/升的浓度进行了生物降解,这表明该含水层具有好氧生物降解MTBE的内在潜力。对于后续添加的MTBE,MTBE生物降解速率从未受污染含水层微观环境中的平均6.6±1.6微克/升/天增加了三倍,这表明由于微生物细胞生长以及在反复接触MTBE后生物量增加,生物降解能力有所提高。在同时含有叔戊基甲基醚(TAME)的受污染含水层微观环境中,MTBE在15或33天的较短滞后期后发生了生物降解,且MTBE生物降解速率更高(最高可达27.5微克/升/天),这可能是由于之前在原位接触MTBE而使微生物群体适应所致。初始MTBE浓度并未影响滞后期,但生物降解速率随初始MTBE浓度的增加而提高,这表明在高达1.2毫克/升的MTBE浓度范围内,不存在与MTBE浓度相关的对MTBE生物降解的抑制作用。未观察到MTBE生物降解的最低底物浓度,这表明在存在溶解氧(且不存在抑制因子)的情况下,在醚氧燃料羽流前端发现的MTBE浓度(约0.1毫克/升)下,含水层中会发生MTBE生物降解。MTBE生物降解伴随着氧气消耗,但未利用其他电子受体,这表明仅通过好氧过程进行生物降解。然而,氧气消耗低于MTBE完全矿化的化学计量需求,这表明MTBE仅部分生物降解为中间有机代谢产物。溶解氧的可用性对MTBE生物降解没有显著影响,在溶解氧浓度低至约0.7毫克/升时,MTBE具有相似的生物降解行为和速率。结果表明,在污染物羽流与未受污染的地下水混合过程中,好氧MTBE生物降解在羽流边缘可能很显著,并且相对于羽流迁移,好氧生物降解对于MTBE的衰减很重要。此外,如果地下水中溶解氧浓度降至零,从而抑制MTBE生物降解,一种增强原位生物修复的工程方法可以以相对较低的水平(例如2 - 3毫克/升)供应氧气,以有效刺激MTBE生物降解,这具有显著的实际优势。该研究表明,在该含水层中,好氧MTBE生物降解可以以对环境有重要意义的速率发生,并且可能需要长期的微观实验(数百天)来正确解释含水层中污染物的生物降解潜力,以支持场地管理决策。