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

A-B工艺处理以高浓度有机废水为主的城市污水
引用本文:牛克胜,魏伟,蒋延梅.A-B工艺处理以高浓度有机废水为主的城市污水[J].环境工程,2004,22(4):20-22.
作者姓名:牛克胜  魏伟  蒋延梅
作者单位:山东淄博市污水处理公司,淄博,255086;山东淄博市污水处理公司,淄博,255086;山东淄博市污水处理公司,淄博,255086
摘    要:A B工艺的进水主要以高浓度有机废水为主 ,溶解性的CODCr成分高且难以生物降解 ,高有机负荷和极端pH的冲击经常发生。根据进水水质的特点并结合A B工艺独特的优越性 ,合理地控制A段的运行参数 ,最大限度地挖掘A B工艺的潜力 ,保证A段的处理效果和出水的稳定性 ,为B段稳定运行创造好的条件。

关 键 词:A-B工艺  生物降解  可生化性  絮凝吸附  溶解氧  有机负荷  水力稀释  污泥回流比

USING A-B PROCESS TO TREAT URBAN SEWAGE WITH HIGH CONCENTRATION ORGANIC WASTEWATER AS THE DOMINANT
Niu Kesheng et al.USING A-B PROCESS TO TREAT URBAN SEWAGE WITH HIGH CONCENTRATION ORGANIC WASTEWATER AS THE DOMINANT[J].Environmental Engineering,2004,22(4):20-22.
Authors:Niu Kesheng
Institution:Niu Kesheng et al
Abstract:The influent of A-B process is a sewage with high concentration organic wastewater as the dominant,whose dissolved COD Cr is very high and non-degradable.Therefore,high organic loading and impact of extreme pH occur frequently.The running parameters for section A are controlled rationally,and the potential of A-B process is exploited to its maximum according to the character of the influent and the superiority of A-B process,which can guarantee the treating effect and effluent stability of section A,thus creating good conditions for the stable running of section B.
Keywords:A-B process  biodegradation  biodegradability  flocculation adsorption  DO  organic loading  hydraulic dilution and return sludge ratio
本文献已被 CNKI 维普 万方数据 等数据库收录!
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