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通过微生物培养对光伏晶圆制造废水进行生物强化处理。

Bioaugmentation treatment of PV wafer manufacturing wastewater by microbial culture.

作者信息

Zhu Xiaohua, Chen Maoxia, He Xin, Xiao Zili, Zhou Houzhen, Tan Zhouliang

机构信息

Chinese Academy of Sciences, Chengdu Institute of Biology, Chengdu 610041, China and Key Laboratory of Environmental and Applied Microbiology, Chinese Academy of Sciences, Chengdu Institute of Biology, Chengdu 610041, China E-mail:

Huizhou Shengxin Water Treatment Engineering Co., Ltd, Huizhou 516001, China.

出版信息

Water Sci Technol. 2015;72(5):754-61. doi: 10.2166/wst.2015.273.

Abstract

The wastewater of silicon photovoltaic (PV) battery manufacturing contained polyethylene glycol (PEG) and detergents, which possessed the characteristics of high content of organics and low bioavailability, and then resulted in high treatment costs. To address the difficulties of existing treatment facilities in stably meeting discharge standards, eight tons of microbial culture (consisting of Bacillus sp. and Rhodococcus sp.) were added into the aerobic treatment unit. Subsequently, the effectiveness of the microbial culture in small-scale biological wastewater treatment was evaluated, and the operating conditions for engineering applications were optimized. The application study showed that the average chemical oxygen demand (COD) removal efficiency reached 95.0% when the pH value was 7, the gas-water ratio was 28:1, the reflux ratio was 50%, which indicated an increase of 51.2% contrasting with the situation without bioaugmentation. The volume load of the treatment facilities after augmentation increased by 127.9% and could tolerate the COD shock load reached 2,340 mg·L(-1). At last, the effluence met the class I standard of the Integrated Wastewater Discharge Standard (GB8978-1996).

摘要

硅光伏电池制造废水含有聚乙二醇(PEG)和洗涤剂,具有有机物含量高、生物可利用性低的特点,导致处理成本高昂。为解决现有处理设施难以稳定达标的难题,向好氧处理单元投加了8吨微生物培养物(由芽孢杆菌属和红球菌属组成)。随后,评估了该微生物培养物在小规模生物废水处理中的效果,并优化了工程应用的运行条件。应用研究表明,当pH值为7、气水比为28:1、回流比为50%时,化学需氧量(COD)平均去除率达95.0%,与未进行生物强化的情况相比提高了51.2%。强化后处理设施的容积负荷提高了127.9%,可耐受的COD冲击负荷达2340 mg·L⁻¹。最终,出水达到《污水综合排放标准》(GB8978—1996)一级标准。

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