Cokgor Emine Ubay, Alaton Idil Arslan, Karahan Ozlem, Dogruel Serdar, Orhon Derin
Department of Environmental Engineering, Faculty of Civil Engineering, Istanbul Technical University, 34469 Maslak, Istanbul, Turkey.
J Hazard Mater. 2004 Dec 10;116(1-2):159-66. doi: 10.1016/j.jhazmat.2004.08.011.
In the present study, oxidative pre-treatment of pharmaceutical wastewater originating from the formulation of the penicillin Sultamycillin Tosylate Diydrate via ozonation at varying pH and ozone feed rates was investigated. Biological treatability studies were performed with a synthetic wastewater alone and supplemented with raw and ozonated penicillin formulation effluents. The highest COD (34%) and TOC (24%) removal efficiencies were obtained at pH 11.0, whereas the BOD5 value increased from 16 mg l(-1) to 128 mg l(-1) after 40 min of ozonation, corresponding to an applied ozone dose of 1670 mg l(-1) and 33% relative ozone absorption. The studies showed that no degradation of raw penicillin fraction (30% of total COD) occurred, and degradation of the synthetic wastewater being completely treatable without penicillin addition, was inhibited by 7%. Upon 40 min ozonation, the synthetic wastewater could be completely oxidized and at the same time 35% of ozonated penicillin wastewater removal was obtained. Respirometric studies were conducted in parallel and produced results indicating a 22% decrease in the total oxygen consumption rate established for raw penicillin formulation effluent compared to the results obtained from the aerobic batch reactor. No inhibition of the synthetic fraction was observed for the 40 min-ozonated penicillin formulation effluent, biodegradability of the 60 min-ozonated penicillin effluent decreased possibly due to recalcitrant oxidation product accumulation. The modeling study provided experimental support and information on inhibition kinetics in activated sludge model no. 3 (ASM3) by means of respirometric tests for the first time.
在本研究中,对通过在不同pH值和臭氧进料速率下进行臭氧化处理源自青霉素甲磺酸舒他西林二水合物制剂的制药废水进行了氧化预处理研究。单独使用合成废水以及添加原青霉素制剂废水和臭氧化青霉素制剂废水进行了生物可处理性研究。在pH值为11.0时获得了最高的化学需氧量(COD)去除效率(34%)和总有机碳(TOC)去除效率(24%),而在臭氧化40分钟后,五日生化需氧量(BOD5)值从16毫克/升增加到128毫克/升,对应于1670毫克/升的臭氧投加量和33%的相对臭氧吸收率。研究表明,原青霉素部分(占总COD的30%)没有发生降解,并且在不添加青霉素的情况下可完全处理的合成废水的降解受到了7%的抑制。经过40分钟的臭氧化处理后,合成废水可以被完全氧化,同时获得了35%的臭氧化青霉素废水去除率。同时进行了呼吸测量研究,结果表明,与好氧间歇反应器获得的结果相比,原青霉素制剂废水的总耗氧率下降了22%。对于经过40分钟臭氧化处理的青霉素制剂废水,未观察到对合成部分的抑制作用,经过60分钟臭氧化处理的青霉素废水的生物降解性可能由于难降解氧化产物的积累而降低。该建模研究首次通过呼吸测量试验为活性污泥模型3(ASM3)中的抑制动力学提供了实验支持和信息。