College of Civil Engineering, Guangzhou University, Guangzhou, 510006, China.
College of Civil Engineering, Guangzhou University, Guangzhou, 510006, China.
Water Res. 2017 Jan 1;108:86-94. doi: 10.1016/j.watres.2016.10.063. Epub 2016 Oct 24.
The effect of dissolved oxygen concentration (DO) on simultaneous nitrification and denitrification was studied in a moving bed sequencing batch reactor (MBSBR) by microelectrode measurements and by real-time PCR. In this system, the biofilm grew on polyurethane foam carriers used to treat municipal sewage at five DO concentrations (1.5, 2.5, 3.5, 4.5 and 5.5 mg/L). The results indicated that the MBSBR exhibited good removal of chemical oxygen demand (92.43%) and nitrogen (83.73%) when DO concentration was 2.5 mg/L. Increasing the oxygen concentration in the reactor was inhibitory to denitrification. Microelectrode measurements showed that the thickness of oxygen penetration increased from 1.2 to 2.6 mm when the DO concentration (from 1.5 mg/L to 5.5 mg/L) in the system increased. Oxygen diffusion was not significantly limited by the boundary layer surrounding the carrier and had the largest slope when DO concentration was 2.5 mg/L. The real-time PCR analysis indicated that the amount of the ammonia-oxidizing bacteria and nitrite-oxidizing bacteria increased slowly as DO concentration increased. The proportions of ammonia-oxidizing bacteria and nitrite-oxidizing bacteria, as a percentage of the total bacteria, were low with average values of 0.063% and 0.67%, respectively. When the DO concentration was 2.5 mg/L, oxygen diffusion was optimal and ensured the optimal bacterial community structure and activity; under these conditions, the MBSBR was efficient for total inorganic nitrogen removal. Changing the DO concentration could alter the aerobic zone and the bacterial community structure in the biofilm, directly influencing the simultaneous nitrification and denitrification activity in MBSBRs.
溶解氧浓度(DO)对移动床序批式反应器(MBSBR)中同步硝化反硝化的影响通过微电极测量和实时 PCR 进行了研究。在该系统中,生物膜在用于处理城市污水的聚氨酯泡沫载体上生长,处理污水的 DO 浓度分别为 1.5、2.5、3.5、4.5 和 5.5 mg/L。结果表明,当 DO 浓度为 2.5 mg/L 时,MBSBR 对化学需氧量(COD)和氮(N)的去除率分别为 92.43%和 83.73%。增加反应器中的氧气浓度会抑制反硝化。微电极测量表明,当系统中的 DO 浓度(从 1.5 mg/L 增加到 5.5 mg/L)从 1.2 毫米增加到 2.6 毫米时,氧渗透的厚度增加。氧扩散并没有被载体周围的边界层显著限制,并且当 DO 浓度为 2.5 mg/L 时,氧扩散的斜率最大。实时 PCR 分析表明,随着 DO 浓度的增加,氨氧化细菌和亚硝酸盐氧化细菌的数量增长缓慢。氨氧化细菌和亚硝酸盐氧化细菌占总细菌的比例分别为 0.063%和 0.67%,平均值较低。当 DO 浓度为 2.5 mg/L 时,氧扩散最佳,确保了最佳的细菌群落结构和活性;在这些条件下,MBSBR 对总无机氮的去除效率较高。改变 DO 浓度会改变生物膜中的好氧区和细菌群落结构,直接影响 MBSBR 中的同步硝化反硝化活性。