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在实验室序批式活性污泥法(SBR)处理系统中以普通活性污泥为接种污泥,采用厌氧-好氧的运行方式提高系统的除磷效果.同时培养颗粒污泥,并对系统中磷的变化和去向进行分析.结果表明,整个试验共运行146 d,成熟颗粒污泥平均粒径为603μm,污泥体积指数(SVI)约为30 mL.g-1,COD去除率可达90%,磷的去除率可达95%左右.颗粒污泥系统除厌氧放磷和好氧聚磷以外,还存在明显的污泥颗粒积磷现象.磷的去除途径主要为:系统排泥(出水悬浮物和专门排泥)和污泥积磷.由厌氧末期颗粒污泥的X射线衍射(XRD)分析结果可知,化学沉淀是污泥积磷的一种重要方式,大量的金属离子会与磷形成无机盐沉积在污泥颗粒上. 相似文献
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本研究进水模拟了污泥消化液、晚期垃圾渗滤液等高氨氮低碱度低碳氮比的废水,在碱度缺乏(不足以实现完全短程硝化)条件下获得了稳定的半短程硝化,并通过曝气量和污泥浓度(MLSS)双因素调控,实现了半短程硝化的高效经济运行.研究表明,进水碱度缺乏条件下短程硝化体系出水亚硝氮/氨氮浓度比值y与进水HCO3-∶NH4+物质的量的比x之间存在化学计量关系 y=x/(2-x),当进水HCO3-∶NH4+物质的量的比为1,即进水碱度/氨氮浓度(mg·L-1)比值为3.6时可实现半短程硝化,并通过游离氨(FA)和游离亚硝酸(FNA)联合抑制能够实现稳态运行,亚硝酸盐积累率平均可达95%以上.实验探究了MLSS和曝气量对短程硝化反应器曝气经济性和氨氧化率的影响,通过平衡两因素作用,在保证处理效果的同时最大程度提升了反应系统的曝气经济性:当曝气量为36 L·h-1和MLSS为2243 mg·L-1时,反应器的曝气经济性较好,可节省约40%曝气量,且能维持较高的容积氨氮负荷(0.93 kg·m-3·d-1). 相似文献
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强化A2/O工艺反硝化除磷性能的运行控制策略 总被引:10,自引:2,他引:10
以啤酒废水为研究对象,重点考察了如何强化A2/O工艺反硝化除磷性能,从而提高营养物去除效果、并实现节能的目的.试验中建立了3种运行控制策略:(1)根据缺氧区末端出水硝酸盐的浓度控制内循环回流量;(2)调节厌氧/缺氧/好氧区体积比以减少厌氧区出水剩余COD对缺氧磷吸收的影响;(3)向缺氧区引入旁流并调节旁流比.试验结果表明,当缺氧区末端出水硝酸盐浓度控制在1~3 mg·L-1时,不仅可强化反硝化除磷效果,而且可以节省内循环所需能耗;厌氧/缺氧/好氧区最佳体积比为1/1/2;旁流的引入可以提高低C/N比条件下TN的去除,最优旁流比为0.32. 相似文献
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Wang Yayi Wang Shuying Peng Yongzhen Zhu Guibing Ling Yunfang 《Frontiers of Environmental Science & Engineering in China》2007,1(2):226-232
To supply the valuable operating parameters for the popular usage of the new denitrifying phosphors removal process, it is
essential to study the dominant biochemical reactions and the characteristics of denitrifying phosphorus removing bacteria
(DPB). Thus, parallel batch experiments using DPB sludge were carried out to assess the effect of substrates (sewage, HAc,
and endogenous carbon source) on denitrifying dephosphorus removal efficiency in this study. The results showed that the initial
specific phosphorus release rate increased with the high concentration of the short-chain volatile fatty acids ratio in the
influent, and sufficient phosphorus was released by DPB. This improved the subsequent denitrification and phosphorus uptake
efficiency. The specific endogenous denitrification mainly relies on the internal carbon source (PHB) stored by poly-P bacteria.
Denitrifying phosphorus removing bacteria were very hungry when the internal PHB was consumed. Consequently, the specific
endogenous denitrification rate was low and the phosphorus uptake did not happen. On the other hand, in the experiment, the
denitrifying phosphorus removal performance under two temperature conditions (8–10°C and 25–26°C) was also investigated and
analyzed. It was found that the lower temperature decreased the specific phosphorus release and uptake rate, but did not inhibit
the denitrifying phosphorus removal completely. Therefore, the negative influence of the low temperature on the overall phosphorus
removal was not significant.
Translated from Acta Scientiae Circumstantiae, 2006, 26 (2): 186–192 [译自: 环境科学学报] 相似文献
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Yayi Wang Shuying Wang Yongzhen Peng Guibing Zhu Yunfang Ling 《Frontiers of Environmental Science & Engineering》2007,1(2):226-232
To supply the valuable operating parameters for the popular usage of the new denitrifying phosphors removal process, it is essential to study the dominant biochemical reactions and the characteristics of denitrifying phosphorus removing bacteria (DPB). Thus, parallel batch experiments using DPB sludge were carried out to assess the effect of substrates (sewage, HAc, and endogenous carbon source) on denitrifying dephosphorus removal efficiency in this study. The results showed that the initial specific phosphorus release rate increased with the high concentration of the short-chain volatile fatty acids ratio in the influent, and sufficient phosphorus was released by DPB. This improved the subsequent denitrification and phosphorus uptake efficiency. The specific endogenous denitrification mainly relies on the internal carbon source (PHB) stored by poly-P bacteria. Denitrifying phosphorus removing bacteria were very hungry when the internal PHB was consumed. Consequently, the specific endogenous denitrification rate was low and the phosphorus uptake did not happen. On the other hand, in the experiment, the denitrifying phosphorus removal performance under two temperature conditions (8–10°C and 25–26°C) was also investigated and analyzed. It was found that the lower temperature decreased the specific phosphorus release and uptake rate, but did not inhibit the denitrifying phosphorus removal completely. Therefore, the negative influence of the low temperature on the overall phosphorus removal was not significant. 相似文献
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Yao Zhang Yayi Wang Yuan Yan Haicheng Han Min Wu 《Frontiers of Environmental Science & Engineering》2019,13(1):7
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Environmental Chemistry Letters - Air pollution by industry and humans activities is a major health issue, notably in major cities. Secondary organic aerosols are formed by oxidation of volatile... 相似文献
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Experimental study of nitrite accumulation in predenitrification biological nitrogen removal process
Xuelei Wu Lunqiang Chen Yongzhen Peng Yayi Wang Pu Wang 《Frontiers of Environmental Science & Engineering in China》2008,2(2):236-240
The effect of dissolved oxygen (DO) concentration on nitrite accumulation was investigated in a pilot-scale pre-denitrification
process at room temperature for 100 days. In the first 10 days, due to the instability of the system, the DO concentration
fluctuated between 1.0 and 2.0 mg/L. In the next 14 days, the DO concentration was kept at 0.5 mg/L and nitrite accumulation
occurred, with the average nitrite accumulation rate at 91%. From the 25th day, the DO concentration was increased to 2.0
mg/L to destroy the nitrite accumulation, but nitrite accumulation rate was still as high as 90%. From the 38th day the nitrite
accumulation rate decreased to 15%–30% linearly. From the 50th day, DO concentration was decreased to 0.5 mg/L to resume nitrite
accumulation. Until the 83rd day the nitrite accumulation rate began to increase to 80%. Dissolved oxygen was the main cause
of nitrite accumulation, taking into account other factors such as pH, free ammonia concentration, temperature, and sludge
retention time. Because of the different affinity for oxygen between nitrite oxidizing bacteria and ammonia oxidizing bacteria
when DO concentration was kept at 0.5 mg/L, nitrite accumulation occurred.
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Translated from Environmental Science, 2006, 27(12): 2472–2476 [译自: 环境科学] 相似文献