Berg U T, Nyholm N
Institute of Environmental Science and Engineering, Technical University of Denmark, Lyngby, Denmark.
Chemosphere. 1996 Aug;33(4):711-35. doi: 10.1016/0045-6535(96)00213-5.
The official OECD/EEC activated-sludge biodegradability simulation test has been criticised for providing a poor simulation of the biodegradability behaviour of industrial chemicals in municipal sewage treatment plants due to the high dosed concentration of test substance of approx. 20-40 mg/L necessitated by measuring compound removal by DOC-analysis. Realistic concentrations of industrial chemicals are more commonly in the microgram/L range. With increasing concentration both the kinetic regime of degradation and the adaptation behaviour can be expected to change. Results from a comparative study in semicontinuous reactors with high (20 mg DOC/L) and low (10 micrograms test substance/L) inlet concentrations of aniline, 4-chloroaniline, and pentachlorophenol, conducted by means of 14C-tracer technique, revealed large differences in biodegradation behaviour between the two concentration levels and led to the following tentative general conclusions: 1) the percentage of test compound removed by unadapted sludge tends to be higher with test compound dosed at trace concentrations than at standard (high) concentrations (20 mg/DOC/L); 2) by contrast, in successfully adapted systems, the removal percentage (and the "extent of adaptation") may be largest with high concentrations; 3) the use of real sewage instead of peptone synthetic sewage better safeguards against sludge deterioration, in particular at low sludge retention times, and tends to increase the adaptation potential of the sludge; 4) the use of synthetic sewage in combination with regular reinoculation of the reactor (in this study by replacing 10% of the sludge with freshly collected sludge once a week) may be a feasible alternative to using real sewage.
经合组织/欧共体官方的活性污泥生物降解性模拟试验受到了批评,因为该试验由于采用DOC分析法测定化合物去除量,需要约20 - 40 mg/L的高测试物质投加浓度,无法很好地模拟市政污水处理厂中工业化学品的生物降解行为。工业化学品的实际浓度通常在微克/升范围内。随着浓度的增加,降解的动力学机制和适应行为预计都会发生变化。通过14C示踪技术,对半连续反应器中苯胺、4 - 氯苯胺和五氯苯酚的高(20 mg DOC/L)、低(10微克测试物质/升)进水浓度进行了比较研究,结果表明两种浓度水平下的生物降解行为存在很大差异,并得出以下初步一般性结论:1)未适应的污泥去除测试化合物的百分比,在以痕量浓度投加测试化合物时往往高于标准(高)浓度(20 mg/DOC/L);2)相比之下,在成功适应的系统中,高浓度时去除百分比(以及“适应程度”)可能最大;3)使用实际污水而非蛋白胨合成污水能更好地防止污泥恶化,特别是在低污泥停留时间时,并倾向于提高污泥的适应潜力;4)将合成污水与定期向反应器重新接种污泥(在本研究中,每周用新收集的污泥替换10%的污泥)结合使用,可能是使用实际污水的一种可行替代方案。