六价铬
化学
铬
废水
污水处理
活性污泥
细菌
环境化学
制浆造纸工业
环境工程
生物
环境科学
有机化学
遗传学
工程类
作者
Lai Peng,Yuwan Peng,Yifeng Xu,Chuanzhou Liang
标识
DOI:10.1016/j.jclepro.2022.133567
摘要
For high hexavalent chromium (Cr(VI)) industrial wastewater , heterotrophic bio-reduction is a promising process. Nevertheless, a high concentration of Cr(VI) (e.g., more than 100 mg L −1 ) may still devastate the sustainability of the bioprocess . In this paper, the Cr(VI) toxic effects and resistance on concentration-adaptation and a sludge-based bio-augmentation were studied. The results suggested: 1) The Cr(VI) exposure took 6–24 h to cause significantly the toxic inhibition and lethal effects on the sludge communities. 2) Although adaptation to 50 mg L −1 influent Cr(VI) improved Cr(VI) reduction by 2 times, the stepwise adaptation was ineffective for 100 mg L −1 Cr(VI). Lowering the Cr(VI) loading could not recover the dysfunctional sludge. 3) A bio-augmentation strategy by exchanging Cr(VI) stressed sludge with Cr(VI) free sludge at intervals (e.g., 0.8 gMLVSS L −1 every 3.5 d) was proposed and treated successfully 100 mg L −1 Cr(VI). The mechanism behind might be that exchanging sludge at intervals maintained a relatively high Cr(VI) reduction bacteria activity and a stable live/dead bacteria ratio. 4) The variation of Cr(VI) reductase distribution, morphology and microbial community during the concentration-adaption and bio-augmentation implied the sludge might use multiple toxic resistance mechanisms such as sludge aggregation, the enrichment of Cr(VI) reduction bacteria. Therefore, through comprehensively testing, this work not only revealed the draws of concentration-adaptation for Cr(VI), but also developed a sustainable, convenient and robust sludge-based bio-augmentation strategy to overcome the highly toxic Cr(VI) wastewater. • A novel sludge-based bio-augmentation strategy for 100 mg L −1 Cr(VI) is developed. • Stepwise concentration-adaptation was ineffective for 100 mg L −1 Cr(VI). • Cr(VI) exposure took 6–24 h to cause significantly lethal effects on sludge. • Exchanging overstressed sludge kept a stable live/dead bacteria ratio. • Dysfunction sludge could not recover by lowering Cr(VI) loading.
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