进水碳氮比对中试AAO-BAF系统脱氮除磷性能的影响

    Effect of Influent ρ(C)/ρ(N) on the Nitrogen and Phosphorus Removal Performance of Pilot-scale AAO-BAF

    • 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50 m3/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、PO43--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、PO43--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PO43--P为12.40、0.20 mg/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.

       

      Abstract: To study the effects of influent ρ(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 m3 real domestic wastewater per day were investigated under ρ(C)/ρ(N) level of 3.3±0.3, 4.5±0.3, and 6.0±0.3, respectively. Results show that when ρ(C)/ρ(N) is about 3.3, the removal rates of COD, TN and PO43--P reach 71.4%, 67.6% and 85.6%, respectively. The nitrogen and phosphorus removal performance of the system reach the best when ρ(C)/ρ(N) is raised to 4.5 by adding organic matter, the removal rates of COD, TN and PO43--P reaching 79.7%, 70% and 93.5%, respectively. The average effluent TN and PO43--P are 12.40, 0.20 mg/L, respectively. However, when ρ(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 PO43--P by AAO-BAF process drop to 55.1% and 63.2% rapidly, and the system is close to collapse.

       

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