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Treatment of anthraquinone dye wastewater by hydrolytic acidification-aerobic process 被引量:5
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作者 YANGJian WUMin LiDan 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2004年第6期991-993,共3页
Experiment on microbial degradation with two kinds of biological process, hydrolytic acidification-aerobic process and aerobic process was conducted to treat the anthraquinone dye wastewater with COD Cr concentration ... Experiment on microbial degradation with two kinds of biological process, hydrolytic acidification-aerobic process and aerobic process was conducted to treat the anthraquinone dye wastewater with COD Cr concentration of 400 mg/L and chroma 800. The experimental result demonstrated that the hydrolytic-aerobic process could raise the biodegradability of anthraquinone dye wastewater effectively. The effluent COD Cr can reach 120170 mg/L and chroma 150 which is superior to that from simple aerobic process. 展开更多
关键词 anthraquinone dye wastewater HYDROLYSIS AEROBIC biological treatment
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Degradation characteristics of two Bacillus strains on the Microcystis aeruginosa 被引量:1
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作者 PEIHai-yan HUWen-rong +2 位作者 QUYin-bo MURui-min LIXiao-cai 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2005年第2期205-207,共3页
The degradation kinetics of strains P05 and P07 and the degradation effects of mixed strain on Microcystis aeruginosa were studied. The results showed that: (1) The degradation processes of strains P05 and P07 on Micr... The degradation kinetics of strains P05 and P07 and the degradation effects of mixed strain on Microcystis aeruginosa were studied. The results showed that: (1) The degradation processes of strains P05 and P07 on Microcystis aeruginosa accorded with the first-order reaction model when the range of Chl-a concentration was from 0 to 1500 μg/L. (2) The initial bacterium densities had a strong influence on the degradation velocity. The greater the initial bacterium density was, the faster the degradation was. The degradation velocity constants of P05 were 0.1913, 0.2175 and 0.3092 respectively, when bacterium densities were 4.8×10 5, 4.8×10 6, 2.4×10 7 cells/ml. For strain P07, they were 0.1509, 0.1647 and 0.2708. The degradation velocity constant of strain P05 was higher than that of P07 when the bacterium density was under 4.8×10 5 cells/ml, but the constant increasing of P07 was quicker than that of P05. (3) The degradation effects of P05 and P07 strains did not antagonize. When the concentration of Chl-a was high, the degradation effects of mixed strain excelled that of any single strains. But with the decrease of the Chl-a concentration, this advantage was not clear. When the concentration was less than 180 μg/L, the degradation effects of mixed were consistent with that of strain P07. 展开更多
关键词 Bacillus sp. Microcystis aeruginosa characteristic degradation kinetics velocity constant
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Study on particulate pollution in cities of China and evaluation of protective measurements
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作者 SHENHenggen YANGLei WANGHuaying LIUGang 《Journal of Chongqing University》 CAS 2003年第U10期144-148,共5页
By studying the air quality in the public traffic area of Shanghai, the harm to people''s health caused by particulate pollution in Chinese cities has been evaluated. In addition, two devices were developed to... By studying the air quality in the public traffic area of Shanghai, the harm to people''s health caused by particulate pollution in Chinese cities has been evaluated. In addition, two devices were developed to test the performance of protective mask against ambient aerosol, and the efficiency of recycle filtedng of the air-condition was contrastive tested with the new filtration material. The results show that these protective measures need to be improved because that filtering efficiency of protective mask and air-condition in miniature is too low to filter superfine particles in ambient air. 展开更多
关键词 中国 环境保护 空气质量评价 空气污染
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Synchronous municipal sewerage-sludge stabilization
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作者 GodefroidBukuru YangJian 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2005年第1期59-61,共3页
A study on a pilot plant accomplishing synchronous municipal sewerage sludge stabilization was conducted at a municipal sewerage treatment plant. Stabilization of sewerage and sludge is achieved in three step process:... A study on a pilot plant accomplishing synchronous municipal sewerage sludge stabilization was conducted at a municipal sewerage treatment plant. Stabilization of sewerage and sludge is achieved in three step process: anaerobic reactor, roughing filter and a microbial earthworm ecofilter. The integrated ecofilter utilizes an artificial ecosystem to degrade and stabilize the sewerage and sludge. When the hydraulic retention time(HRT) of the anaerobic reactor is 6 h, the hydraulic load(HL) of the bio filter is 16 m 3/(m 2·d), the HL of the eco filter is 5 m 3/(m 2·d), the recycle ratio of nitrified liquor is 1 5, the removal efficiency is 83%—89% for COD Cr , 94%—96% for BOD 5, 96%—98% for SS, and 76%—95% for NH 3\|N. The whole system realizes the zero emission of sludge, and has the characteristics of saving energy consumption and operational costs. 展开更多
关键词 municipal sewerage sludge microorganisms earthworms synchronous treatment
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