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气水比对多级曝气生物滤池深度强化污水处理效能的影响研究 被引量:2
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作者 陶涛 《重庆建筑》 2011年第10期48-51,共4页
在好氧生物滤池水力负荷为3.0m^3/(m^2·h),温度为20-25℃,缺氧柱投加碳源量为60mg/L,将气水比分别控制为1:1、2:1、3:1、4:1,以污水厂二级出水为进水水源,考察了气水比对多级曝气生物滤池系统去除CODCr、氨氮、TN等... 在好氧生物滤池水力负荷为3.0m^3/(m^2·h),温度为20-25℃,缺氧柱投加碳源量为60mg/L,将气水比分别控制为1:1、2:1、3:1、4:1,以污水厂二级出水为进水水源,考察了气水比对多级曝气生物滤池系统去除CODCr、氨氮、TN等效果的影响。结果表明:气水比对一级好氧生物滤池系统处理效能影响显著。当气水比从1:1提高到3:1时,一级好氧生物滤池对CODCr、氨氮的去除率明显提高,分别从22.26%提高至34.46%和35.06%提高至63.98%;对TN的去除率明显降低,从8.6%降低至4.8%;当气水比继续增大到4:1时,CODCr、氨氮及TN的去除率基本保持稳定,分别为36.66%、68.66%和4.7%。 展开更多
关键词 气水比 多级曝气生物滤池 强化污水处理
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重力污水管道混凝土的加速腐蚀模拟研究 被引量:2
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作者 孔丽娟 梁增蕴 +1 位作者 鹿桓 赵文静 《材料导报》 EI CAS CSCD 北大核心 2023年第7期74-80,共7页
为加速模拟重力污水管道混凝土腐蚀,硫化氢气体浓度和污水化学需氧量均提高20倍,将混凝土试件半浸其中进行研究。结果表明,高浓度污水加速了微生物的代谢产酸,导致混凝土严重劣化。水位区附近的混凝土表面生物膜生长远多于其他区域。远... 为加速模拟重力污水管道混凝土腐蚀,硫化氢气体浓度和污水化学需氧量均提高20倍,将混凝土试件半浸其中进行研究。结果表明,高浓度污水加速了微生物的代谢产酸,导致混凝土严重劣化。水位区附近的混凝土表面生物膜生长远多于其他区域。远离水面生物膜变薄且颜色发黄,表明发生了硫化氢气体的生物与化学氧化反应。然而,气相区混凝土的劣化程度不如现场观察到的严重,可见高浓度硫化氢并非是控制混凝土腐蚀的首要因素,硫氧化细菌的数量和活性水平也至关重要,应同样强化。浸没在污水中的混凝土试件腐蚀层最厚,内部硫含量也最高。因此,硫元素分布可作为反映污水管道混凝土腐蚀发展的有效指标。 展开更多
关键词 重力污水 混凝土腐蚀 加速模拟 硫化氢浓度 强化污水
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城市污水环境下防水防腐涂层的老化性能研究 被引量:2
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作者 杨霞 仲小亮 《中国建筑防水》 2022年第4期5-12,共8页
对比研究了3种防水防腐涂料在不同腐蚀环境下涂层外观、附着力、抗氯离子渗透性,以及涂刷了3种防水防腐涂层的混凝土抗压强度、电通量、碳化深度等的变化规律,并对强化污水酸溶液腐蚀后的3种防水防腐涂层进行了微观表征。结果表明:强化... 对比研究了3种防水防腐涂料在不同腐蚀环境下涂层外观、附着力、抗氯离子渗透性,以及涂刷了3种防水防腐涂层的混凝土抗压强度、电通量、碳化深度等的变化规律,并对强化污水酸溶液腐蚀后的3种防水防腐涂层进行了微观表征。结果表明:强化污水酸溶液对涂层及混凝土性能的影响要大于单一的强化污水或者酸溶液,所以污水混凝土防水防腐的选材还应综合考虑微生物的影响。 展开更多
关键词 城市污水混凝土 防水防腐涂料 老化性能 强化污水 酸溶液 微生物
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Enhanced primary treatment of low-concentration municipal wastewater by means of bio-flocculant Pullulan 被引量:2
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作者 YANG Kai YANG Xiao-Jun YANG Mo 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2007年第5期719-723,共5页
Jar tests were conducted to investigate the performance of enhanced primary treatment processes for low-concentra-tion municipal wastewater from South China by using composite flocculant combined with bio-flocculants ... Jar tests were conducted to investigate the performance of enhanced primary treatment processes for low-concentra-tion municipal wastewater from South China by using composite flocculant combined with bio-flocculants Pullulan and poly-aluminum-chloride (PAC). The optimum dosage for composite flocculant and conditions for flocculation were determined. The experimental results indicated that composite flocculant had high efficiency for removing over 95% of turbidity, over 58% of CODCr (chemical oxygen demand determined with potassium dichromate), over 91% of TP (total phosphate), and over 15% of NH3-N. Moreover, it could improve sludge settling and dehydration properties, and decrease the treatment cost. 展开更多
关键词 Bio-flocculant PULLULAN Enhanced primary treatment
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Treatment of Rural Effluents Using Fortified Sand-Clay: Interaction Bacteria-Clay for the Formation of Biofilm
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作者 S. Eturki Y. Hidri +3 位作者 F. Ayari H. Kallali N. Jedidi H. Bendhia 《Journal of Environmental Science and Engineering》 2010年第11期28-37,共10页
The ability of some Tunisian sand-clays in rural wastewater treatment was investigated in this study. The sand-clays were characterized by studying the mineralogical and geochemical characteristics using X-ray diffrac... The ability of some Tunisian sand-clays in rural wastewater treatment was investigated in this study. The sand-clays were characterized by studying the mineralogical and geochemical characteristics using X-ray diffractometer and atomic absorption spectrophotometer (AAS), respectively. Performance efficiency studies were conducted to determine the best combination ratio of sand-clay/pebbles. Sand-clay fortified with pebbles in the ratio 3:1 gave the optimum water purification while combination ratio 1:3 gave the least. The fortified sand-clays were used in the treatment of wastewater from rural locality. On the other hand, bacteria play an important role in determining the properties and behavior of clay minerals in natural environments and such interactions have great potential for creating stable biofilms and carbon storage sites in soils, but our knowledge of these interactions are far from complete. The purpose of this study was to understand better the effects of bacteria-generated biofilms on clay interlayer expansion. Mixtures of a colloidal, 2-water smectite clay and Pseudomonas aereginosae in a minimal media suspension evolve into a polysaccharide-rich biofilm aggregate in time-series experiments lasting up to 1 week. X-ray diffraction analysis reveals that upon aggregation, the clay undergoes an initial interlayer contraction. 展开更多
关键词 Fortified sand-clay effluent rural TREATMENT bacteria-clay interaction biofilms.
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