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采用正向渗透的污水一级处理会引入抑制作用以实现稳定的主流部分硝化。

Wastewater Primary Treatment Using Forward Osmosis Introduces Inhibition to Achieve Stable Mainstream Partial Nitrification.

机构信息

School of Chemical Engineering, The University of Queensland, St. Lucia, Brisbane, Queensland 4072, Australia.

School of Chemical and Energy Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor 81310, Malaysia.

出版信息

Environ Sci Technol. 2022 Jun 21;56(12):8663-8672. doi: 10.1021/acs.est.1c05672. Epub 2022 May 26.

Abstract

Achieving stable long-term mainstream nitrite oxidizing bacteria (NOB) suppression is the bottleneck for the novel partial nitrification (PN) process toward energy- and carbon-efficient wastewater treatment. However, long-term PN stability remains a challenge due to NOB adaptation. This study proposed and demonstrated a novel strategy for achieving NOB suppression by the primary treatment of mainstream wastewater with a forward osmosis (FO) membrane process, which facilitated two external NOB inhibition factors (salinity and free nitrous acid, FNA). To evaluate the proposed strategy, a lab-scale sequencing batch reactor was operated for 200 days. A stable PN operation was achieved with a nitrite accumulation ratio of 97.7 ± 2.8%. NOB were suppressed under the combined inhibition effect of NaCl (7.9 ± 0.2 g/L, as introduced by the FO direct filtration) and FNA (0.11 ± 0.02 mg of HNO-N/L, formed as a result of the increased NH-N concentration after the FO process). The two inhibition factors worked in synergy to achieve a more stable PN operation. The microbial analysis showed that the elevated salinity and accumulation of FNA reshaped the microbial community and selectively eliminated NOB. Finally, an economic and feasibility analysis was conducted, which suggests that the integration of an FO unit into PN/A is a feasible and economically viable wastewater treatment process.

摘要

实现稳定的长期主流亚硝酸盐氧化菌(NOB)抑制是新型部分硝化(PN)工艺向节能和碳高效废水处理发展的瓶颈。然而,由于 NOB 的适应性,长期 PN 稳定性仍然是一个挑战。本研究提出并验证了一种通过正向渗透(FO)膜过程对主流废水进行预处理来实现 NOB 抑制的新策略,该策略有利于两种外部 NOB 抑制因素(盐度和游离亚硝酸,FNA)。为了评估所提出的策略,使用实验室规模的序批式反应器进行了 200 天的运行。通过 FO 直接过滤引入的 7.9 ± 0.2 g/L 的 NaCl 和 FO 过程后 NH-N 浓度增加形成的 0.11 ± 0.02 mg 的 HNO-N/L 的 FNA 的联合抑制作用,实现了稳定的 PN 运行,亚硝酸盐积累率为 97.7 ± 2.8%。NOB 受到抑制。两种抑制因子协同作用,实现了更稳定的 PN 运行。微生物分析表明,升高的盐度和 FNA 的积累重塑了微生物群落,并选择性地消除了 NOB。最后,进行了经济可行性分析,结果表明,将 FO 单元集成到 PN/A 中是一种可行且经济上可行的废水处理工艺。

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