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A/O MBR处理印染废水中进水pH值对降解性能的影响 被引量:10
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作者 熊小京 申茜 +1 位作者 洪俊明 洪华生 《厦门大学学报(自然科学版)》 CAS CSCD 北大核心 2005年第B06期93-97,共5页
采用厌氧好氧膜生物反应器(A/OMBR),系统考察了当进水pH值在5.0~9.0范围变化时,各反应槽的活性污泥对活性艳蓝KNR染料及COD的降解性能变化情况.从而探索出在厌氧与好氧微生物协同作用下,微生物对染料及有机污染物的降解性能不受明显影... 采用厌氧好氧膜生物反应器(A/OMBR),系统考察了当进水pH值在5.0~9.0范围变化时,各反应槽的活性污泥对活性艳蓝KNR染料及COD的降解性能变化情况.从而探索出在厌氧与好氧微生物协同作用下,微生物对染料及有机污染物的降解性能不受明显影响的进水pH值波动范围,为降低实际印染废水处理中化学试剂的使用量提供理论依据.结果表明,只有当进水pH值为9.0时,厌氧槽对脱色率的贡献大于好氧槽,而当进水pH值在5.0~8.0范围内变化时,好氧槽对系统脱色率的贡献大于厌氧槽.进水pH值对厌氧活性污泥的COD的去除效果几乎没有影响,而中性及偏酸性的进水条件更有利于好氧活性污泥对COD的降解.在偏碱性的进水条件下,膜对可溶性COD的截流作用更明显.当进水pH值在5.0~9.0范围内变化时,由于厌氧槽的pH值都能够稳定在6.0附近,使好氧槽和系统出水的pH值能够分别保持在7.0和7.5附近,从而保证了整个系统对染料及COD的降解性能处于最佳状态. 展开更多
关键词 降解性能 PH值 印染废水处理 膜生物反应器 好氧活性污泥 厌氧活性污泥 进水条件 有机污染物 好氧微生物 COD 化学试剂 协同作用 变化情况 活性艳蓝 去除效果 最佳状态 脱色率 使用量 染料 反应槽 可溶性 偏碱性 系统 出水
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厌氧/好氧膜生物反应器对不同pH模拟印染废水的脱色过程分析 被引量:6
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作者 熊小京 申茜 +1 位作者 王慧 郑天凌 《现代化工》 CAS CSCD 北大核心 2007年第S2期141-144,共4页
采用厌氧/好氧膜生物反应器(A/O MBR),以艳蓝KN-R活性染料为模拟染料,在不同进水pH条件下,系统考察了A/O MBR各反应段出水的紫外-可见光谱谱图特征,初步探索pH变化时厌氧与好氧污泥对染料的降解情况。结果表明,在中性和偏酸性的进水条... 采用厌氧/好氧膜生物反应器(A/O MBR),以艳蓝KN-R活性染料为模拟染料,在不同进水pH条件下,系统考察了A/O MBR各反应段出水的紫外-可见光谱谱图特征,初步探索pH变化时厌氧与好氧污泥对染料的降解情况。结果表明,在中性和偏酸性的进水条件下吸收带的强度较强,在酸性和偏碱性的进水条件下较弱,并且紫外和可见吸收带的峰强呈正相关关系。同时,吸收带强度减弱程度直接影响染料的脱色效果,二者呈正相关关系。碱性进水有助于提高厌氧脱色效果,酸性进水有利于提高好氧脱色效果。 展开更多
关键词 印染废水 厌氧/好氧膜生物反应器 进水pH 染料生物降解
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A novel approach to treat combined domestic wastewater and excess sludge in MBR 被引量:6
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作者 HE Sheng bing, WANG Bao zhen, WANG Lin, JIANG Yi feng, ZHANG Li\|qiu (School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China. 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2003年第5期674-679,共6页
Domestic wastewater was treated by combined anaerobic biofilm aerobic membrane bioreactor(MBR) process, and part biomass in MBR was withdrawn to treat with ozone, then the ozonated sludge was returned to anaerobic in... Domestic wastewater was treated by combined anaerobic biofilm aerobic membrane bioreactor(MBR) process, and part biomass in MBR was withdrawn to treat with ozone, then the ozonated sludge was returned to anaerobic inlet. In aerobic MBR, MLSS and DO were controlled at 3000—3500 mg/L and 0 8 mg/L respectively. Comparing the experimental results of two stages, it was noticed that ozonation did not affect the removal efficiency for organics but had a significant influence on the removals of NH 3 N and TN. During the ozonation period of two months, no excess sludge was wasted, and a zero sludge yield was obtained. 展开更多
关键词 combined anaerobic biofilm aerobic membrane(mbr) domestic wastewater OZONATION excess sludge sludge yield
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Effect of different carbon sources on performance of an A2N- MBR process and its microbial community structure 被引量:1
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作者 Dongliang Du Chuanyi Zhang +4 位作者 Kuixia Zhao Guangrong Sun Siqi Zou Limei Yuan Shilong He 《Frontiers of Environmental Science & Engineering》 SCIE EI CAS CSCD 2018年第2期41-50,共10页
Effect of different carbon sources on purification performance and change of microbial community structure in a novel AzN-MBR process were investigated, The results showed that when fed with acetate, propionate or ace... Effect of different carbon sources on purification performance and change of microbial community structure in a novel AzN-MBR process were investigated, The results showed that when fed with acetate, propionate or acetate and propionate mixed ( 1 : 1 ) as carbon sources, the effluent COD, NH4+- N, TN and TP were lower than 30, 5, 15 and 0.5 mg-L-1, respectively. However taken glucose as carbon source, the TP concentration of effluent reached 2.6 1 mg.L-1. Process analysis found that the amount of anaerobic phosphorus release would be the key factor to determine the above effectiveness. The acetate was beneficial to the growth of Candidatus Accumulibacter associated with biological phosphorus removal, which was the main cause of high efficiency phosphorus removal in this system. In addition, it could eliminate the Candidatus Competibacter associated with glycogen-accumulating organisms and guarantee high efficiency phosphorus uptake of phosphorus accumulating organisms in the system with acetate as carbon source. 展开更多
关键词 Denitrifying phosphorus removal Alternate anaerobic/anoxic-aerobic mbr(A2N-mbr)Carbon source Operation characteristicCommunity structure
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