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671.
SHI Lei WANG Bao zhen CAO Xiang dong Wang Jin LEI Zhi hong WANG Zhi ren LIU Zheng ying LU Bing nan 《环境科学学报(英文版)》2004,16(3):476-481
IntroductionTheconstructedwetlandshavebecomeaglobaltechnologyforwaterpollutioncontrolbothindevelopedanddevelopingcountries(Seidal,196 6 ,1976 ;Kickuth ,1977;Cooper,1995 ;IWA ,2 0 0 0 ) .Recentinventoriesindicatedthattherearemorethan 6 0 0 0andmorethan 10 … 相似文献
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A synthetic wastewater containing phenol as sole substrate was treated in a 2.8 L upflow anaerobic sludge blanket(UASB) reactor at ambient temperature. The operation conditions and phenol removal efficiency were discussed, microbial population in the UASB sludge was identified based on DNA cloning, and pathway of anaerobic phenol degradation was proposed. Phenol in wastewater was degraded in an UASB reactor at loading rate up to 18 gCOD/(L·d), With a 1:1 recycle ratio, at 26(1℃, pH 7.0-7.5. An UASB reactor was able to remove 99% of phenol up to 1226 mg/L in wastewater with 24 h of hydraulic retention time(HRT). For HRT below 24 h, phenol degradation efficiency decreased with HRT, from 95.4% at 16 h to 93.8% at 12 h. It further deteriorated to 88.5% when HRT reached 8 h. When the concentration of influent phenol of the reactor was 1260 mg/L(corresponding COD 3000 mg/L), with the HRT decreasing(from 40 h to 4 h, corresponding COD loading increasing), the biomass yields tended to increase from 0.265 to 3.08 g/(L·d). While at 12 h of HRT, the biomass yield was lower. When HRT was 12 h, the methane yield was 0.308 L/(gCOD removed), which was the highest. Throughout the study, phenol was the sole organic substrate. The effluent contained only residual phenol without any detectable intermediates, such as benzoate, 4-hydrobenzoate or volatile fatty acids(VFAs). Based on DNA cloning analysis, the sludge was composed of five groups of microorganisms. Desulfotomaculum and Clostridium were likely responsible for the conversion of phenol to benzoate, which was further degraded by Syntrophus to acetate and H2/CO2. Methanogens lastly converted acetate and H2/CO2 to methane. The role of epsilon-Proteobacteria was, however, unsure. 相似文献
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ZHANG Run-duo HE Hong SHI Xiao-yan ZHANG Chang-bin HE Bang-quan WANG Jian-xin 《环境科学学报(英文版)》2004,16(5):793-796
The preparation of ethanol-diesel fuel blends and their emission characteristics were investigated. Results showed the absolute ethanol can dissolve in diesel fuel at an arbitrary ratio and a small quantity of water(0.2% ) addition can lead to the phase separation of blends. An organic additive was synthesized and it can develop the ability of resistance to water and maintain the stability of ethanol-diesel-trace amounts of water system. The emission characteristics of 10%, 20%, and 30% ethanol-diesel fuel blends, with or without additives, were compared with those of diesel fuel in a direct injection(DI) diesel engine. The experimental results indicated that the blend of ethanol with diesel fuel significantly reduced the concentrations of smoke, hydrocarbon(HC), and carbon monoxide(CO) in exhaust gas. Using 20% ethanol-diesel fuel blend with the additive of 2% of the total volume, the optimum mixing ratio was achieved, at which the bench diesel engine testing showed a significant decrease in exhaust gas. Bosch smoke number was reduced by 55%, HC emission by 70%, and CO emission by 45%, at 13 kW/1540 r/min. However, ethanol-diesel fuel blends produced a few ppm acetaldehydes and more ethanol in exhaust gas. 相似文献
674.
城市污水再生回用于景观水体水质安全保障技术 总被引:6,自引:0,他引:6
研究了再生水回用于景观水体时可能存在的水质安全性问题,并提出了保障再生水安全回用的处理工艺。研究表明,城市污水再生水回用于景观水体时,存在着卫生学安全、毒理学安全、富营养化以及底质二次污染等危害。为了满足景观水体的水质标准,需要重点控制的水质指标有病原性微生物、有毒有害有机物、重金属、氮磷植物性营养物质、悬浮固体。以城市污水厂二级出水作为再生水原水时,推荐采用的工艺有:二级处理混凝沉淀过滤消毒、二级处理过滤活性炭吸附消毒以及二级处理膜处理消毒工艺。 相似文献
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