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一种用于生活污水处理的高效缺氧/好氧/好氧/缺氧工艺:从可行性到应用。

An efficient anoxic/aerobic/aerobic/anoxic process for domestic sewage treatment: From feasibility to application.

作者信息

Wang Yao, Liang Baorui, Kang Fei, Wang Youzhao, Zhao Chaoyue, Lyu Zhenning, Zhu Tong, Zhang Zhijun

机构信息

School of Mechanical Engineering and Automation, Institute of Process Equipment and Environmental Engineering, Northeastern University, Shenyang, China.

出版信息

Front Microbiol. 2022 Aug 2;13:970548. doi: 10.3389/fmicb.2022.970548. eCollection 2022.

Abstract

In this paper, the anoxic/aerobic/aerobic/anoxic (AOOA) process was proposed using fixed biofilms in a continuous plug-flow multi-chamber reactor, and no sludge reflux operation was performed during the 190 days of operation. The reactor volume ratio of 1.5:2:1.5:1 (A/O/O/A) with the dissolved oxygen (DO) concentration of 2 mg L in the aerobic zone was the optimal condition for reactor operation. According to the results obtained from the treatment of real domestic sewage, when the hydraulic retention time (HRT) was 6 h, the effluent of the reactor could meet the discharge standard even in cold conditions (13°C). Specifically, the elemental-sulfur-based autotrophic denitrification (ESAD) process contributed the most to the removal of total inorganic nitrogen (TIN) in the reactor. In addition, the use of vibration method was helpful in removing excess sludge from the biofilms of the reactor. Overall, the AOOA process is an efficient and convenient method for treating domestic sewage.

摘要

本文提出了一种在连续推流多室反应器中使用固定生物膜的缺氧/好氧/好氧/缺氧(AOOA)工艺,在190天的运行期间未进行污泥回流操作。反应器体积比为1.5:2:1.5:1(A/O/O/A),好氧区溶解氧(DO)浓度为2 mg/L是反应器运行的最佳条件。根据实际生活污水处理结果,当水力停留时间(HRT)为6 h时,即使在寒冷条件(13°C)下,反应器出水也能达到排放标准。具体而言,基于元素硫的自养反硝化(ESAD)工艺对反应器中总无机氮(TIN)的去除贡献最大。此外,采用振动法有助于从反应器生物膜中去除剩余污泥。总体而言,AOOA工艺是一种高效便捷的生活污水处理方法。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/fe44/9378819/3cffe0bc121a/fmicb-13-970548-g001.jpg

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