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固定床反应器中高强度含2-氯苯酚合成废水的厌氧生物降解

Anaerobic biodegradation of high strength 2-chlorophenol-containing synthetic wastewater in a fixed bed reactor.

作者信息

Bajaj Mini, Gallert Claudia, Winter Josef

机构信息

Institute of Biology for Engineers and Biotechnology of Wastewater, Am Fasanengarten, University of Karlsruhe, Karlsruhe, Germany.

出版信息

Chemosphere. 2008 Oct;73(5):705-10. doi: 10.1016/j.chemosphere.2008.06.072.

DOI:10.1016/j.chemosphere.2008.06.072
PMID:18706674
Abstract

In this study the continuous treatment of 2-chlorophenol (2-CP) containing synthetic wastewater at increasing concentrations up to 2600 mg L-1 in an anaerobic fixed bed reactor was achieved. As a source of microorganisms municipal sewage sludge was acclimatised to maximally 50 mg L-1 2-CP by 3 successive feedings within 1.5 months. Then, an anaerobic fixed bed reactor was inoculated with this sludge and was operated for 318 d, during which the 2-CP influent concentration was stepwise increased from 50 to 2600 mg L-1 within 265 d. At a hydraulic retention time (HRT) of 2.2 d the 2-CP loading rate was 2 g L-1 d-1 and the average 2-CP removal rate was 0.87 g L-1 d-1, accounting for 73% removal. This is the highest 2-CP removal rate ever reported. The negative effect of a 2-CP loading rate of 1.36 g L-1 d-1 on 2-CP removal was reversible within 2 wk when lower loading conditions (e.g. 0.76 g 2-CP L-1 d-1) were re-established. The median chloride ion release per unit 2-CP degraded was 0.24, which was reasonably close to the theoretically expected value of 0.28. In a batch assay, carried out with relatively clear reactor effluent, the highest removal rate of 2-CP was 175 mg L-1 d-1. At the time of reactor termination on day 318, the 2-CP removal rate by the biofilm in the reactor was 0.61 g L-1 d-1, corresponding to a HRT of 3.4 d and a 2-CP loading rate of 0.76 g L-1 d-1. At these very stable conditions removal of COD was 84% and of 2-CP 81%

摘要

在本研究中,在厌氧固定床反应器中实现了对含2-氯苯酚(2-CP)的合成废水进行连续处理,其浓度不断增加,最高可达2600 mg L-1。作为微生物来源,城市污水污泥在1.5个月内通过3次连续进料适应了最高50 mg L-1的2-CP。然后,用该污泥接种厌氧固定床反应器,并运行318天,在此期间,2-CP进水浓度在265天内从50逐步增加到2600 mg L-1。在水力停留时间(HRT)为2.2天的情况下,2-CP负荷率为2 g L-1 d-1,平均2-CP去除率为0.87 g L-1 d-1,去除率为73%。这是迄今为止报道的最高2-CP去除率。当重新建立较低负荷条件(例如0.76 g 2-CP L-1 d-1)时,1.36 g L-1 d-1的2-CP负荷率对2-CP去除的负面影响在2周内是可逆的。每降解单位2-CP释放的氯离子中位数为0.24,这与理论预期值0.28相当接近。在使用相对清澈的反应器流出物进行的批次试验中,2-CP的最高去除率为175 mg L-1 d-1。在第318天反应器终止时,反应器中生物膜对2-CP的去除率为0.61 g L-1 d-1,对应的HRT为3.4天,2-CP负荷率为0.76 g L-1 d-1。在这些非常稳定的条件下,COD的去除率为84%,2-CP的去除率为81%

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