首页 | 本学科首页   官方微博 | 高级检索  
     检索      

双污泥SBR工艺反硝化除磷脱氮特性及影响因素
引用本文:王亚宜,彭永臻,殷芳芳,李军,张宇坤.双污泥SBR工艺反硝化除磷脱氮特性及影响因素[J].环境科学,2008,29(6):1526-1532.
作者姓名:王亚宜  彭永臻  殷芳芳  李军  张宇坤
作者单位:1. 同济大学环境科学与工程学院污染控制与资源化研究国家重点实验室,上海,200092;北京工业大学水质科学与水环境恢复工程重点实验室,北京,100022
2. 北京工业大学水质科学与水环境恢复工程重点实验室,北京,100022
3. 浙江工业大学建筑工程学院,杭州,310014
基金项目:国家自然科学基金 , 国家自然科学基金 , 全国优博专项基金 , 国家科技支撑计划重点项目 , 浙江省自然科学基金
摘    要:以生活污水为处理对象,研究了双污泥A2NSBR工艺反硝化除磷脱氮特性,重点考察了进水C/P和C/N及HRT的影响作用;同时基于DO、ORP和pH的典型变化规律,验证它们作为反硝化除磷过程控制参数的可行性.结果表明,在本试验条件下, P的去除率随着进水C/P的升高整体呈现上升趋势.当进水C/P≥19.39左右时,系统可维持优良的除磷效果;而当进水C/P降至15.36以下时,系统除磷效果呈恶化趋势.另一方面, A2NSBR在低C/N条件下仍可获得相对良好的除磷率,但易导致反硝化脱氮率的下降. C/N的升高增加了聚磷菌厌氧阶段合成PHB的量,继而提高最终的脱氮和除磷效果;但C/N过高将使厌氧段未反应完全的过剩碳源滞留到缺氧段,优先支持反硝化异养菌(ordinary heterotrophic organisms, OHOs)的反硝化反应而减少了缺氧阶段DNPAOs可利用的电子受体数,致使缺氧除磷效果恶化.此外, A2NSBR拥有2套完全独立的SBR,较利于建立以DO、ORP和pH为参数的过程控制体系.

关 键 词:反硝化除磷  反硝化聚磷菌(DNPAOs)  A2NSBR工艺  COD/P  COD/N
收稿时间:6/3/2007 12:00:00 AM
修稿时间:2007/10/8 0:00:00

Characteristics and Affecting Factors of Denitrifying Phosphorus Removal in Two-Sludge Sequencing Batch Reactor
WANG Ya-yi,PENG Yong-zhen,YIN Fang-fang,LI Jun and ZHANG Yu-kun.Characteristics and Affecting Factors of Denitrifying Phosphorus Removal in Two-Sludge Sequencing Batch Reactor[J].Chinese Journal of Environmental Science,2008,29(6):1526-1532.
Authors:WANG Ya-yi  PENG Yong-zhen  YIN Fang-fang  LI Jun and ZHANG Yu-kun
Institution:State Key Laboratory of Pollution Control and Resource Reuse, School of Environmental Science and Engineering, Tongji University, Shanghai 200092, China. wyywater@126.com
Abstract:The characteristics of denitrifying phosphorus removal in a lab-scale two-sludge anaerobic-anoxic/nitrification SBR (A2NSBR) system were studied fed with domestic wastewater. The influence of some key operation parameters, like C/P, C/N, and HRT, were examined using parallel tests. pH, dissolved oxygen (DO) and redox potential (ORP) were monitored on line to validate whether they could be used as the control parameters for this denitrifying phosphorus removal process. Results indicated that P removal efficiency showed an increased trend on the whole with the increase of the C/P. When the influent C/P was greater than 19.39, good phosphorus removal efficiency was achieved. However, the phosphorus removal efficiency deteriorated once the influent C/P decreased less than 15.36. On the other hand, relatively good phosphorus removal efficiency could be maintained in the A2NSBR system even at a low C/N ratio, though the denitrification efficiency decrease instead. It is also found that increasing the influent C/N increased the PHB amount stored by polyphosphate accumulating organisms (PAO) and therefore the ultimate denitrification and phosphorus removal efficiency were both improved. For an excessively high C/N, the incompletely reacted COD will be residual to anoxic stage. Thus, the pure denitrification reaction, which preferentially supports OHOs, becomes the dominant reaction. This decreases the amount of available electron acceptors for denitrifying polyphosphate accumulating organisms (DNPAOs) at the anoxic stage which eventually impacts the anoxic phosphorus removal capacity. In addition, since A2NSBR has two completely independent SBR systems, it benefits to establish a process control system in terms of the parameters DO, ORP, and pH.
Keywords:
本文献已被 维普 万方数据 PubMed 等数据库收录!
点击此处可从《环境科学》浏览原始摘要信息
点击此处可从《环境科学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号