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861.
采用一体化A/O移动床生物膜法工艺,以模拟生活污水研究了该工艺的除碳脱氮效果,并对一体化移动床生物膜反应器的好氧区和缺氧区各纵向断面的COD、DO、NH3-N、TN、NO-3-N和NO-2-N进行了检测,通过对缺氧区各断面的DO和TN浓度分布情况,分析了脱氮的产生过程。试验结果表明: 在水力停留时间HRT=12 h,好氧区DO保持5 mg/L左右,COD进水浓度处于250~400 mg/L时,COD的去除率均在90%以上,且出水COD均在40 mg/L以下;TN进水浓度为20~50 mg/L时,NH3-N去除率高于90%,其出水浓度可达到5 mg/L以下,脱氮效率也较高,TN去除率可达到65%~85%。COD和NH3-N的浓度分布状况表明该一体化A/O移动床生物膜反应器的流态趋于全混式。  相似文献   
862.
简要介绍了化学链燃烧分离CO2技术的原理和关键部分,接着以技术要点中的载氧体为重点,介绍了固体燃料(煤)化学链燃烧分离CO2技术中载氧体的研究进展,并就钙基载氧体能否适应化学链燃烧展开了讨论。  相似文献   
863.
竹丝生物膜法和生态床组合工艺废水处理的试验研究   总被引:1,自引:0,他引:1  
研究了竹丝生物膜法和生态床组合工艺处理模拟废水,讨论了该组合工艺对模拟废水中COD、氨氮和浊度的去除效果,着重讨论了生态床处理效果的影响因子。试验结果表明,竹丝生物膜法能很好地去除COD、氨氮和浊度等,在水温为9.0~10.5℃、水力停留时间为5.0h、进水COD为98.78~222.69mg/L、氨氮为5.46~12.97mg/L、浊度为26.42~59.84NTU时,出水COD为11.53~20.38mg/L,氨氮为0.42~0.86mg/L,浊度为12.38~17.30NTU。竹丝生物膜法出水再经过简易的生态床工艺,生态床出水COD为9.59~18.84mg/L,氨氮为0.43~0.90mg/L,浊度为6.77~14.15NTU;在此过程中发现,生态床中的鱼类对浊度和COD的去除均有明显效果,而光合作用对生态床COD的去除有促进作用,但是生态床对氨氮浓度却有升高作用。  相似文献   
864.
Chemical-looping combustion, CLC, is a technology with inherent separation of the greenhouse gas CO2. The technique uses an oxygen carrier made up of particulate metal oxide to transfer oxygen from combustion air to fuel. In this work, an oxygen carrier consisting of 60% NiO and 40% NiAl2O4 was used in a 10 kW CLC reactor system for 160 h of operation with fuel. The first 3 h of fuel operation excepted, the test series was accomplished with the same batch of oxygen carrier particles. The fuel used in the experiments was natural gas, and a fuel conversion to CO2 of approximately 99% was accomplished. Combustion conditions were very stable during the test period, except for the operation at sub-stoichiometric conditions. It was shown that the methane fraction in the fuel reactor exit gas was dependent upon the rate of solids circulation, with higher circulation leading to more unconverted methane. The carbon monoxide fraction was found to follow the thermodynamical equilibrium for all investigated fuel reactor temperatures, 660–950 °C. Thermal analysis of the fuel reactor at stable conditions enabled calculation of the particle circulation which was found to be approximately 4 kg/s, MW. The loss of fines, i.e. the amount of elutriated oxygen carrier particles with diameter <45 μm, decreased during the entire test period. After 160 h of operation the fractional loss of fines was 0.00022 h−1, corresponding to a particle life time of 4500 h.  相似文献   
865.
Virulence factors (VFs) confer upon pathogens the ability to cause various types of damage or diseases. Wastewater treatment plants (WWTPs) are important point sources for the emission of pathogens and VFs into receiving rivers. Conventional WWTP upgrades are often implemented to improve the water quality of receiving ecosystems. However, knowledge on the pathogens, VFs, and health risks to receiving aquatic ecosystems after upgrade remains limited. In this study, we investigated detailed pathogenic information, including taxa, pathogenicity, and health risk, in two wastewater-dominant rivers after WWTP upgrade. Using 16S rRNA gene sequencing, we screened 14 potential pathogens in water and epilithic biofilm samples, though they were significantly more enriched in the biofilms. Combining 16S rRNA and metagenomic sequencing data, we identified Pseudomonas and Aeromonas as the dominant pathogenic taxa carrying functional VFs (e.g., mobility and offensive) in the epilithic biofilm. Moreover, strong pathogen-specific VF-host co-occurrence events were observed in the epilithic biofilm samples, indicating the importance of biofilms as reservoirs and vehicles for VFs. Further, we demonstrated that mobility VF is crucial for biofilm formation and pathogens in biofilm carrying offensive VF may be highly invasive. Quantification and health risk assessment suggested that the skin contact risk of P. aeruginosa carrying VFs was higher than the acceptable probability of 10?4 in both water and epilithic biofilm samples, which may threaten ecological and human health.  相似文献   
866.
在2个相同的USB反应器(R1无载体,R2采用多孔生物填料为载体)中构建了短程反硝化工艺,对R1和R2NO3--N→NO2--N转化性能、短程反硝化颗粒污泥物化特性、胞外聚合物(EPS)产生特性以及微生物功能菌群主要特征进行差异分析.结果表明,反应器运行81d,氮负荷(NLR)为1.2kg/(m3·d)时,NO3--N→NO2--N转化率(NTR) R2(85%)高于R1(80%);载体颗粒污泥(R2)沉降性能优于自固定化颗粒污泥(R1)且载体颗粒污泥(R2)更容易截留EPS,PN/PS值R1(1.29)>R2(1.15),污泥体积指数(SVI) R1(27.07mL/g MLSS)>R2(19.36mL/g MLSS);扫描电镜发现R1污泥表面聚集长杆菌,R2污泥表面聚集短杆菌和球菌,与R1相比R2颗粒污泥结构更加规则密实.微生物高通量测序结果表明,R2物种丰富度和多样性高于R1,变形菌门、拟杆菌门和绿弯菌门在短程反硝化系统中占主导地位,R1和R2主要NO2--N积累功能菌属均为Acinetobacter属(R1-59.18%、R2-46.04%)和Thauera属(R1-6.81%、R2-5.99%).  相似文献   
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