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分点进水改良A2/O工艺的挂膜启动
引用本文:郑俊,赵梦轲,张德伟,张明睿,王梦琳.分点进水改良A2/O工艺的挂膜启动[J].环境工程,2020,38(9):31-35,42.
作者姓名:郑俊  赵梦轲  张德伟  张明睿  王梦琳
作者单位:1. 安徽工业大学, 安徽 马鞍山 243002;
基金项目:水体污染控制与治理科技重大专项
摘    要:针对解决传统A2/O工艺处理低C/N污水中的一些不足以及在脱氮除磷中效率低的问题,提出1种新型分点进水改良A2/O工艺,采用污泥接种启动方法,在无外加碳源情况下,以实际生活污水为处理对象,重点对挂膜启动过程进行分析研究。结果显示:分点进水改良A2/O工艺,在好氧池悬浮填料填充率为30%,ρ(DO)为1.5~3.0 mg/L,污泥浓度为2.5~3.0 g/L运行条件下,21 d可完成系统启动,对COD、NH4+-N、TN、TP去除率分别为90.08%、91.31%、61.67%和87.31%。分点进水改良A2/O工艺可以克服传统A2/O工艺在脱氮除磷过程中碳源的限制,在系统快速挂膜启动同时,能够对氮、磷有着较高的处理效果,出水水质稳定达到GB 18918-2002《城镇污水处理厂污染物排放标准》一级A标准。

关 键 词:分点进水    改良A2/O    低碳氮比污水    启动    脱氮除磷
收稿时间:2019-08-01

START-UP OF A NEW MULTI-POINT INFLUENT A2/O PROCESS TO REMOVE NITROGEN AND PHOSPHORUS IN WASTEWATER WITH LOW CARBON TO NITROGEN RATIO
ZHENG Jun,ZHAO Meng-ke,ZHANG De-wei,ZHANG Ming-rui,WANG Meng-lin.START-UP OF A NEW MULTI-POINT INFLUENT A2/O PROCESS TO REMOVE NITROGEN AND PHOSPHORUS IN WASTEWATER WITH LOW CARBON TO NITROGEN RATIO[J].Environmental Engineering,2020,38(9):31-35,42.
Authors:ZHENG Jun  ZHAO Meng-ke  ZHANG De-wei  ZHANG Ming-rui  WANG Meng-lin
Institution:1. Anhui University of Technology, Ma'anshan 243002, China;2. Anhui Huaqi Environmental Protection Technology Co., Ltd, Ma'anshan 243061, China;3. BAF Engineering Technology Research Center of Anhui Province, Ma'anshan 243061, China
Abstract:Aiming at solving the problems of the traditional A2/O process in treating wastewater with low C/N ratio and its low efficiency in nitrogen and phosphorus removal, a new multi-point-influent improvement A2/O process was proposed, and started with sludge inoculation. In the case of no additional carbon source, the actual domestic wastewater was used, and analysis on the start-up process of the membrane was conducted. The results showed that when the A2/O process was improved by sub-water feed, the filling rate of the suspended filler in the aerobic tank was 30%, and the DO was 1.5~3.0 mg/L, the start-up was completed in 21 days. Then the removal rates of COD, NH4+-N, TN and TP were 90.08%, 91.31% and 61.67% and 81.37%, respectively. This improved A2/O process by sub-water feed can overcome the limitation of carbon source shortage in the process of nitrogen and phosphorus removal. This new process realized the fast start-up and showed a higher treatment effect on nitrogen and phosphorus, and the water quality reached the Grade A standard of the Pollutant Discharge Standard for Urban Wastewater Treatment Plants (GB 18918-2002).
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