曾玉, 曾敏静, 程媛媛, 龙焙, 李新冬, 张斌超, 黄思浓, 易名儒, 林树涛, 陈月茹. 好氧颗粒污泥的培养及处理低碳氮比废水效果[J]. 有色金属科学与工程, 2021, 12(4): 104-111. DOI: 10.13264/j.cnki.ysjskx.2021.04.014
引用本文: 曾玉, 曾敏静, 程媛媛, 龙焙, 李新冬, 张斌超, 黄思浓, 易名儒, 林树涛, 陈月茹. 好氧颗粒污泥的培养及处理低碳氮比废水效果[J]. 有色金属科学与工程, 2021, 12(4): 104-111. DOI: 10.13264/j.cnki.ysjskx.2021.04.014
ZENG Yu, ZENG Minjing, CHENG Yuanyuan, LONG Bei, LI Xindong, ZHANG Binchao, HUANG Sinong, YI Mingru, LIN Shutao, CHEN Yueru. Cultivation of aerobic granular sludge and its degradation effect on low C/N ratio wastewater[J]. Nonferrous Metals Science and Engineering, 2021, 12(4): 104-111. DOI: 10.13264/j.cnki.ysjskx.2021.04.014
Citation: ZENG Yu, ZENG Minjing, CHENG Yuanyuan, LONG Bei, LI Xindong, ZHANG Binchao, HUANG Sinong, YI Mingru, LIN Shutao, CHEN Yueru. Cultivation of aerobic granular sludge and its degradation effect on low C/N ratio wastewater[J]. Nonferrous Metals Science and Engineering, 2021, 12(4): 104-111. DOI: 10.13264/j.cnki.ysjskx.2021.04.014

好氧颗粒污泥的培养及处理低碳氮比废水效果

Cultivation of aerobic granular sludge and its degradation effect on low C/N ratio wastewater

  • 摘要: 采用"搅拌-曝气-搅拌"间歇曝气运行模式,探索好氧颗粒污泥(AGS)在低碳氮比(1~6)废水中的形成规律及其对污染物的降解效果,旨在为低碳氮比污水的高效处理提供技术支持。当进水碳氮比为1~2.25时,接种污泥表现出明显的不适应,污泥量及颗粒化率增长缓慢,化学需氧量(COD)、总无机氮(TIN)及总磷(TP)的去除率较低且波动大。当进水碳氮比提升至6时,污泥理化特性逐渐趋于稳定,35 d内实现好氧污泥颗粒化。成熟的AGS对氨氮(NH4+-N)和COD的去除率均高达90%以上,TIN去除率为50%,TP去除率约为70%。提高进水碳氮比有利于异养菌的生长,促进胞外聚合物分泌从而加速AGS的形成。"搅拌-曝气-搅拌"运行模式中TIN的去除包括外源反硝化及内源反硝化2种脱氮途径,曝气段主要为COD的降解及氨氮的氧化,几乎无TIN的去除。根据各态氮的变化计算出外源反硝化与内源反硝化贡献率分别为2.82%~18.45%及18.30%~48.28%。

     

    Abstract: The intermittent aeration operation mode of "stirring-aeration-stirring" was employed to explore the formation rule of aerobic granular sludge (AGS) in wastewater with low C/N ratio (1~6) and its degradation effect on pollutants, so as to provide technical support for efficient treatment of wastewater with low C/N ratio. When the influent C/N ratio was 1~2.25, the seed sludge showed obvious inadaptability, the sludge volume and granulation rate increased slowly, and the removal efficiencies of chemicaloxygen demand (COD), total inorganic nitrogen (TIN) and total phosphorus (TP) were low and fluctuated greatly. When the influent C/N ratio increased to 6, the physicochemical properties of sludge gradually tended to be stable, and aerobic sludge granulation was achieved within 35 days. The removal efficiencies of ammonia nitrogen and COD by mature AGS were both more than 90%, the removal efficiency of TIN and TP was about 50% and 70%, respectively. Increasing the influent C/N ratio was beneficial to the growth of heterotrophic bacteria and the secretion of extracellular polymers, thus accelerating the formation of AGS. The removal of TIN under "stirring-aeration-stirring" operation mode included exogenous denitrification and endogenous denitrification. Reactions in the aeration section were mainly the degradation of COD and oxidation of ammonia nitrogen, and there was almost no removal of TIN. Profiles of different kinds of nitrogen indicated that the contribution rates of exogenous denitrification and endogenous denitrification were 2.82%~18.45% and 18.30%~48.28%, respectively.

     

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