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生物炭滤-砂慢滤处理农村分散式饮水的试验研究 被引量:7
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作者 张键 程吉林 +1 位作者 伏培仟 鲁梦江 《中国农村水利水电》 北大核心 2007年第8期131-134,共4页
采用生物活性炭滤-砂慢滤工艺对农村饮水处理进行了试验研究。试验结果表明,在原水为Ⅳ类水的情况下,生物炭滤-石英砂慢滤对水中CODMn和UV254的平均去除率分别为76.8%和68.8%,对NH3-N、NO3-N、TOC及浊度的平均去除率分别为91.6%、55.0%... 采用生物活性炭滤-砂慢滤工艺对农村饮水处理进行了试验研究。试验结果表明,在原水为Ⅳ类水的情况下,生物炭滤-石英砂慢滤对水中CODMn和UV254的平均去除率分别为76.8%和68.8%,对NH3-N、NO3-N、TOC及浊度的平均去除率分别为91.6%、55.0%、45.2%和93.0%。生物炭滤-石英砂慢滤有望成为一种农村分散式饮水水质净化的新工艺。 展开更多
关键词 生物炭滤 砂慢 农村饮水
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缺氧-好氧-亚滤-富氧生物炭工艺处理印染废水 被引量:15
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作者 肖利 刘振鸿 陈季华 《环境工程》 CAS CSCD 北大核心 2002年第4期33-34,共2页
简要介绍了采用缺氧 好氧 亚滤 富氧生物炭工艺对上海某漂染厂印染废水处理工程进行技改的情况。处理量2 5 0 0m3 d ,进水CODCr6 0 0~ 12 0 0mg L、色度 30 0~ 6 0 0倍、pH 11~ 13。经过一年多的运行结果说明了该工艺处理效果稳定... 简要介绍了采用缺氧 好氧 亚滤 富氧生物炭工艺对上海某漂染厂印染废水处理工程进行技改的情况。处理量2 5 0 0m3 d ,进水CODCr6 0 0~ 12 0 0mg L、色度 30 0~ 6 0 0倍、pH 11~ 13。经过一年多的运行结果说明了该工艺处理效果稳定、耐冲击负荷 。 展开更多
关键词 缺氧-好氧-亚-富氧生物工艺 印染废水 水解酸化 生物接触氧化 生物 废水处理
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造纸中段废水深度处理中试试验 被引量:8
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作者 王磊 谢益民 赵芳 《中国造纸》 CAS 北大核心 2008年第4期43-46,共4页
采用电化学催化氧化处理、曝气生物滤池(固定化微生物BAF和生物活性炭滤床)处理的工艺组合进行造纸中段废水深度处理的中试试验,并对试验现象和结果进行了分析。全流程对色度去除率可达92.0%,COD_(Cr)去除率可达91.3%,处理后出水回用对... 采用电化学催化氧化处理、曝气生物滤池(固定化微生物BAF和生物活性炭滤床)处理的工艺组合进行造纸中段废水深度处理的中试试验,并对试验现象和结果进行了分析。全流程对色度去除率可达92.0%,COD_(Cr)去除率可达91.3%,处理后出水回用对纸张白度影响不大,纸张白度可达82.2%。 展开更多
关键词 电化学 固定化微生物 生物炭滤 中段废水 深度处理
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制罐废水处理工艺研究 被引量:1
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作者 罗德春 《西北建筑工程学院学报(自然科学版)》 1999年第2期58-61,共4页
在实验研究的基础上,提出了用于制罐废水混凝处理的石灰乳、氯化钙和硫酸铝这一药剂组合;并就COD的后续处理问题。
关键词 废水处理 制罐废水 混凝 化学氧化 生物炭滤
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Effect of a biological activated carbon filter on particle counts
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作者 Su-hua WU Bing-zhi DONG +1 位作者 Tie-jun QIAO Jin-song ZHANG 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2008年第11期1576-1581,共6页
Due to the importance of biological safety in drinking water quality and the disadvantages which exist in traditional methods of detecting typical microorganisms such as Cryptosporidium and Giardia, it is necessary to... Due to the importance of biological safety in drinking water quality and the disadvantages which exist in traditional methods of detecting typical microorganisms such as Cryptosporidium and Giardia, it is necessary to develop an alternative. Particle counts is a qualitative measurement of the amount of dissolved solids in water. The removal rate of particle counts was previously used as an indicator of the effectiveness of a biological activated carbon (BAC) filter in removing Cryptosporidium and Giardia. The particle counts in a BAC filter effluent over one operational period and the effects of BAC filter construction and operational parameters were investigated with a 10 m3/h pilot plant. The results indicated that the maximum particle count in backwash remnant water was as high as 1296 count/ml and it needed about 1.5 h to reduce from the maximum to less than 50 count/ml. During the standard filtration period, particle counts stay constant at less than 50 count/ml for 5 d except when influ- enced by sand filter backwash remnant water. The removal rates of particle counts in the BAC filter are related to characteristics of the carbon. For example, a columned carbon and a sand bed removed 33.3% and 8.5% of particles, respectively, while the particle counts in effluent from a cracked BAC filter was higher than that of the influent. There is no significant difference among particle removal rates with different filtration rates. High post-ozone dosage (>2 mg/L) plays an important role in particle count removal; when the dosage was 3 mg/L, the removal rates by carbon layers and sand beds decreased by 17.5% and increased by 9.5%, respectively, compared with a 2 mg/L dosage. 展开更多
关键词 Biological activated carbon (BAC) filter CRYPTOSPORIDIUM GIARDIA Particle counts TURBIDITY
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