摘要
建立了以湿地技术为核心工艺的城市水环境生态再生工艺系统,生活污水经组合工艺“MSBR+人工湿地+自然湿地”净化并再生利用。MSBR排放的尾水经三级复合型人工湿地净化后,水质可由一级B标准提升到一级A标准,人工湿地出水COD、SS、TN和TP日均值分别约为15.9、6、11.5和0.43mg/L,相应的去除率约为40.0%、57.1%、22.3%和32.8%。自然湿地中的溶解氧为5.8—7.2mg/L,水体水质最终稳定在地表水Ⅲ类标准(GB3838-2002),COD、TN和rrP日均值分别约为15、0.50和0.10mg,/L,对TN、TP的去除率分别约为95.7%、76.7%。组合工艺“MSBR+人工湿地+自然湿地”对COD、TN和TP的总去除率分别达到88.6%、97.4%和93.7%。
An urban water environment ecological regeneration process system was established, and wetland ecological regeneration technology was employed as core process. The collected sewage was purified and reclaimed by a combined process system consisting of modified sequencing batch reactor ( MSBR), constructed wetland (CW) and natural wetland (NW). The effluent from MSBR could be up- graded from the first class B criteria to the first class A criteria by a three-stage hybrid CW system. The average daily concentrations of COD, SS, TN and TP in the effluent from the CW were about 15.9 mg/ L, 6 mg/L, 11.5 mg/L and 0.43 mg/L respectively, and the corresponding removal rates were 40.0%, 57. 1% , 22.3% and 32.8% respectively. The dissolved oxygen in NW was about 5.8 to 7.2 mg/L, and the final effluent quality met the classⅢ criteria specified in the Environmental Quality Standards for Surface Water (GB 3838 -2002). The average daily concentrations of COD, TN and TP were 15 mg/L, 0.50 mg/L and 0.10 mg/L respectively, and the removal rates of TN and TP were 95.7% and 76.7% respectively. The total removal rates of COD, TN and TP in the developed urban water environment ecological regeneration process system were 88.6%, 97.4% and 93.7% respectively.
出处
《中国给水排水》
CAS
CSCD
北大核心
2014年第21期10-13,共4页
China Water & Wastewater
关键词
水生态环境
生态再生
MSBR
人工湿地
自然湿地
water ecological environment
ecological regeneration
MSBR
constructed wet-land
natural wetland