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生物杀灭剂、三嗪和苯脲除草剂以及紫外线滤光剂在二级污泥上的吸附。

Sorption of biocides, triazine and phenylurea herbicides, and UV-filters onto secondary sludge.

机构信息

Federal Institute of Hydrology (BfG), D-56068 Koblenz, Am Mainzer Tor 1, 56068 Koblenz, Germany.

出版信息

Water Res. 2011 Jun;45(12):3638-52. doi: 10.1016/j.watres.2011.04.014. Epub 2011 Apr 19.

Abstract

The sludge-water distribution of a total of 41 organic micropollutants (9 phenylurea herbicides, 11 triazines, 16 biocides and 5 UV-filters) was investigated in laboratory batch experiments with fresh secondary sludge taken from a municipal WWTP. Sorption kinetics as well as sorption isotherms were examined by analyzing the compound concentration in the aqueous and solid phase for mass balance control and quality assurance. The sorption kinetic experiments revealed a sorption equilibrium time of <2 h and adverse effects of sodium azide on the sludge-water distribution of several compounds. Sorption isotherms were constructed for 6 different spiking levels spanning 3 orders of magnitude (100 ng L(-1)-30,000 ng L(-1)) and were well described by the Freundlich model. For some compounds non-linear sorption with Freundlich exponents n < 1 revealed a decreased sorption affinity to the sludge flocs with increasing aqueous phase concentration. Therefore, sludge-water distribution coefficients (K(d,sec)) were calculated from the isotherm data for a constant concentration level of 1 μg L(-1). Based on the sludge dry weight (dw), the K(d,sec) values of phenylurea herbicides ranged from 9 L kg(dw sludge)(-1) (isoproturon) to 320 L kg(dw sludge)(-1) (neburon), those of triazines from 5 L kg(dw sludge)(-1) (atrazine) to 190 L kg(dw sludge)(-1) (terbutryn), those of biocides from 10 L kg(dw sludge)(-1) (N,N-dimethyl-N'-p-tolylsulfamide) to 40,000 L kg(dw sludge)(-1) (triclocarban) and those of UV-filters from 9 L kg(dw sludge)(-1) (phenylbenzimidazole sulfonic acid) to 720 L kg(dw sludge)(-1) (benzophenone-3). For most compounds K(d,sec) values were below 500 L kg(dw sludge)(-1) and thus removal in WWTPs by the withdrawal of excess sludge is expected to be negligible (<10%) except for the biocides triclocarban (80-95%), triclosan (55-85%), chlorophene (30-60%), imazalil (25-55%) and fenpropimorph (15-40%) as well as the UV-filter benzophenone-3 (5-20%). A simple linear free-energy relationship (LFER) approach using the logarithmized octanol-water partition coefficient log K(OW) as single descriptor is discussed for a rough classification of nonionic compounds regarding their potential removal in WWTPs by sorption.

摘要

采用实验室批量实验的方法,对取自城市污水处理厂的新鲜二级污泥进行了总计 41 种有机微量污染物(9 种苯脲类除草剂、11 种三嗪类除草剂、16 种杀生物剂和 5 种紫外线滤光剂)的污泥-水分配情况进行了研究。通过分析水溶液相和固相中的化合物浓度,进行了化合物的吸附动力学和吸附等温线研究,以进行质量平衡控制和质量保证。吸附动力学实验表明,吸附平衡时间小于 2 小时,叠氮化钠对几种化合物的污泥-水分配有不利影响。构建了 6 种不同浓度水平(100ng/L-30,000ng/L)的 3 个数量级的吸附等温线,并通过 Freundlich 模型很好地描述了这些等温线。对于某些化合物,随着水相浓度的增加,Freundlich 指数 n<1 的非线性吸附表明对污泥絮体的吸附亲和力降低。因此,从等温线数据计算了 1μg/L 恒定浓度水平下的污泥-水分配系数(K(d,sec))。基于污泥干重(dw),苯脲类除草剂的 K(d,sec)值范围为 9L/kg(dw 污泥)(异丙隆)至 320L/kg(dw 污泥)(内吸磷),三嗪类除草剂的 K(d,sec)值范围为 5L/kg(dw 污泥)(莠去津)至 190L/kg(dw 污泥)(特丁津),杀生物剂的 K(d,sec)值范围为 10L/kg(dw 污泥)(N,N-二甲基-N’-对甲苯磺酰胺)至 40,000L/kg(dw 污泥)(三氯卡班),紫外线滤光剂的 K(d,sec)值范围为 9L/kg(dw 污泥)(苯并咪唑磺酸)至 720L/kg(dw 污泥)(二苯甲酮-3)。对于大多数化合物,K(d,sec)值低于 500L/kg(dw 污泥),因此预计在 WWTP 中通过提取过量污泥去除这些化合物的效率可忽略不计(<10%),但三氯卡班(80-95%)、三氯生(55-85%)、氯酚(30-60%)、咪鲜胺(25-55%)和苯醚甲环唑(15-40%)以及紫外线滤光剂二苯甲酮-3(5-20%)除外。本文还讨论了一种简单的线性自由能关系(LFER)方法,该方法使用对数辛醇-水分配系数 log K(OW)作为单一描述符,对非离子化合物进行分类,以评估它们在 WWTP 中通过吸附去除的潜力。

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