Liu Wen-Ru, Yang Dian-Hai, Shen Yao-Liang, Wang Jian-Fang, Wu Peng, Qian Fei-Yue, Chen Chong-Jun
School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China.
School of Environmental Science and Engineering, Tongji University, Shanghai 200092, China.
Huan Jing Ke Xue. 2018 Dec 8;39(12):5580-5586. doi: 10.13227/j.hjkx.201804217.
A two-stage partial nitritation (PN)-ANAMMOX process was successfully carried out for low-strength NH-N (50 mg·L) wastewater treatment at ambient/low temperatures. The results show that an average total nitrogen removal rate and removal efficiency above 0.6 kg·(m·d)and 80% could be maintained, respectively, at temperatures between 20℃ and 14℃. The two-stage PN-ANAMMOX process was successful both under NO-N-limited and NH-N-limited conditions. When the two-stage PN-ANAMMOX process was operated under NH-N-limited conditions, the "limit of technology" for nitrogen removal (TN<3 mg·L) could be easily achieved by following anoxic denitrification. Lowering the temperature to 12℃ resulted in the reduction of the total nitrogen removal rate to~0.5 kg·(m·d). Due to the low temperature, the anammox reaction became the rate-limiting step for nitrogen removal, while the PN reaction was not impacted. In the temperature range of 10-20℃, the activity-temperature coefficients () of the PN granules and ANAMMOX sludge were 1.056 and 1.172, respectively, suggesting that the anammox bacteria have a higher temperature sensitivity than the ammonium oxidizing bacteria (AOB). Overall, the results clearly indicate that the nitrogen removal loading rate of the two-stage PN-ANAMMOX process is mainly controlled by the activity and quantity of anammox biomass. In contrast, the process nitrogen removal efficiency mainly depends on the performance of the first-stage PN (i.e., effluent NO-N/NH-N ratio and NO-N concentration) under a constant nitrogen removal loading rate (no overload). Based on these results, a hierarchically separate control strategy was proposed to obtain a high-rate nitrogen removal during the two-stage mainstream PN-ANAMMOX process.
采用两段式短程硝化(PN)-厌氧氨氧化工艺成功处理了常温/低温下的低强度氨氮(50 mg·L)废水。结果表明,在20℃至14℃的温度范围内,平均总氮去除率和去除效率分别可维持在0.6 kg·(m·d)以上和80%以上。两段式PN-厌氧氨氧化工艺在NO-N限制和NH-N限制条件下均取得成功。当两段式PN-厌氧氨氧化工艺在NH-N限制条件下运行时,通过后续缺氧反硝化可轻松实现脱氮的“技术极限”(TN<3 mg·L)。将温度降至12℃导致总氮去除率降至~0.5 kg·(m·d)。由于温度较低,厌氧氨氧化反应成为脱氮的限速步骤,而PN反应未受影响。在10-20℃的温度范围内,PN颗粒和厌氧氨氧化污泥的活性温度系数()分别为1.056和1.172,这表明厌氧氨氧化菌比氨氧化细菌(AOB)对温度更敏感。总体而言,结果清楚地表明,两段式PN-厌氧氨氧化工艺的脱氮负荷率主要受厌氧氨氧化生物质的活性和数量控制。相比之下,在恒定的脱氮负荷率(无过载)下,工艺脱氮效率主要取决于第一阶段PN的性能(即出水NO-N/NH-N比和NO-N浓度)。基于这些结果,提出了一种分级分离控制策略,以在两段式主流PN-厌氧氨氧化工艺中实现高速率脱氮。