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进水碳氮比对中试AAO-BAF系统脱氮除磷性能的影响 被引量:15

Effect of Influent ρ(C)/ρ(N) on the Nitrogen and Phosphorus Removal Performance of Pilot-scale AAO-BAF
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摘要 为了研究进水碳氮比对AAO-曝气生物滤池(BAF)双污泥脱氮除磷系统的影响,以实际生活污水为处理对象,研究了一个处理量约为50m^3/d的中试规模AAO-BAF系统在碳氮比分别为3.3±0.3、4.5±0.3、6.0±0.3时长期运行的脱氮除磷特性.试验结果表明:在碳氮比约为3.3时,AAO-BAF工艺对COD、TN、PO4^3--P的去除率分别可达到71.4%、67.6%和85.6%.适当提高有机物浓度,当碳氮比约为4.5时,AAO-BAF工艺对COD、TN、PO4^3--P的去除率分别可达到79.7%、70.0%和93.5%,系统的脱氮除磷性能最佳,平均出水TN和PO4^3--P为12.40、0.20mg/L.但当碳氮比继续提高至约为6.0时,过量的有机物会使缺氧区内存在大量可利用有机物,反硝化菌优先利用电子受体NO3--N,削弱了反硝化除磷菌的活性.同时会有剩余的有机物进入BAF,导致异养菌的增殖,氨氮不能完全氧化,使得缺氧区的电子受体进一步减少,影响系统的脱氮除磷功能.此时,AAO-BAF工艺对COD的去除率为81.6%,TN、PO43--P的去除率分别迅速下降至55.1%和63.2%以下,系统接近崩溃. To study the effects of influentρ(C)/ρ(N)on two-sludge nitrogen and phosphorus removal system,the characteristics of a pilot-scale AAO-biological aerated filter(BAF)treating about 50 m^3 real domestic wastewater per day were investigated underρ(C)/ρ(N)level of 3.3±0.3,4.5±0.3,and 6.0±0.3,respectively.Results show that whenρ(C)/ρ(N)is about 3.3,the removal rates of COD,TN and PO4^3--P reach 71.4%,67.6%and 85.6%,respectively.The nitrogen and phosphorus removal performance of the system reach the best whenρ(C)/ρ(N)is raised to 4.5 by adding organic matter,the removal rates of COD,TN and PO4^3--P reaching 79.7%,70%and 93.5%,respectively.The average effluent TN and PO4^3--P are 12.40,0.20 mg/L,respectively.However,whenρ(C)/ρ(N)is about 6.0,a large amount of available organic compounds in the anoxic area result in the rapid depletion of the electronic receptor NO3^--N by denitrifying bacteria,affecting the removal of the nitrogen and phosphorus by DPAOs.As well,residual organic matter is found in the BAF,which result that NH4^+-N cannot be completely oxidized to NO3^--N because of the proliferation of heterotrophic bacteria.In this situation,the removal rate of COD is 81.6%,removal rates of TN and PO4^3--P by AAO-BAF process drop to 55.1% and 63.2% rapidly,and the system is close to collapse.
作者 彭永臻 潘聪 孙事昊 赵伟华 黄宇 PENG Yongzhen;PAN Cong;SUN Shihao;ZHAO Weihua;HUANG Yu(National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering,Beijing University of Technology,Beijing 100124, China)
出处 《北京工业大学学报》 CAS CSCD 北大核心 2019年第9期904-910,共7页 Journal of Beijing University of Technology
基金 地下污水厂建设模式创新与生态综合体示范资助项目(2017ZX07103-003) 北京市教育委员会资助项目
关键词 双污泥系统 反硝化除磷 ρ(C)/ρ(N) 中试AAO-BAF 生活污水 two-sludge system denitrifying phosphorus removal ρ(C)/ρ(N) pilot-scale AAO-BAF domestic sewage
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