National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing 100124, PR China.
National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing 100124, PR China.
Sci Total Environ. 2021 Jun 1;771:145387. doi: 10.1016/j.scitotenv.2021.145387. Epub 2021 Jan 27.
The realization of stable partial nitrification and advanced nitrogen removal are not acquired effectively in conventional pre-denitrification biological nitrogen removal processes treating domestic sewage. Herein, a novel anaerobic/aerobic/anoxic/aerobic (AOAO) continuous plug-flow reactor, characterized with double sludge reflux and a bypass of anaerobic mixed liquor conveyed to anoxic zone, was first constructed to realize stable partial nitrification in treating domestic sewage. The alternating anoxic/aerobic conditions and longer anoxic sludge retention time might be responsible for the partial nitrification. Nitrite accumulation ratio reached 89.3 ± 3.3% with the maximum activity ratio of AOB to NOB increasing from 0.72 to 8.17. A content total inorganic nitrogen (TIN) removal efficiency (93.7 ± 2.2%) and effluent TIN concentration (2.9 ± 0.9 mg N/L) were obtained after 238 days' operation. Specifically, nitrogen balance of the typical cycle showed that about 30.1% of TIN was removed through simultaneous partial nitrification and denitrification (SND) in aerobic zone and 48.2% by endogenous denitrification in anoxic zone. The AOAO process is an economic treatment for domestic sewage with aerobic hydraulic retention time (HRT) of 4 h.
在传统的前置反硝化生物脱氮工艺处理生活污水中,无法有效地实现稳定的部分硝化和高级脱氮。在此,首次构建了一种具有双污泥回流和厌氧混合液旁路输送到缺氧区的新型厌氧/好氧/缺氧/好氧(AOAO)连续推流式反应器,以实现处理生活污水的稳定部分硝化。交替的缺氧/好氧条件和好氧区更长的缺氧污泥停留时间可能是部分硝化的原因。亚硝酸盐积累比达到 89.3±3.3%,AOB 对 NOB 的最大活性比从 0.72 增加到 8.17。经过 238 天的运行,获得了总无机氮(TIN)去除率(93.7±2.2%)和出水 TIN 浓度(2.9±0.9mgN/L)。具体来说,典型周期的氮平衡表明,约 30.1%的 TIN 通过好氧区的同时部分硝化和反硝化(SND)以及缺氧区的内源性反硝化去除。AOAO 工艺是一种经济的生活污水处理方法,好氧水力停留时间(HRT)为 4 小时。