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机构地区:[1]中国地质大学(武汉)环境学院,武汉430074 [2]湖北大学资源学院,武汉430062
出 处:《环境污染治理技术与设备》2005年第10期41-44,共4页Techniques and Equipment for Environmental Pollution Control
基 金:湖北省环保局资助项目(2001014);湖北省科技攻关项目(2003AA306B01)
摘 要:以厌氧消化污泥作为厌氧折流板反应器ABR的接种污泥,研究恒温(35℃)条件下ABR处理生活污水的启动和运行特性.实验结果表明,ABR反应器仅用了39 d就完成初次启动,COD去除率一直稳定在60%左右.在以后运行的5个阶段里,即当水力停留时间为4~10 h,容积负荷为1.17~2.9 kg COD/m3·d,反应器对COD的平均去除率基本稳定在70.49%~80.2%;并且当HRT=7 h,VRL=1.612 kg COD/m3·d时,反应器对COD的去除率平均高达80.2%,平均C0D出水低于100 mg/L.在实验过程中(除启动阶段外),反应器出水碱度均远远大于进水碱度,VFA均在1.5 mmol/L以下.The performance of anaerobic baffled reactor(ABR) treating domestic wastewater at 35℃ was investigated in this study. The result of the experiment is below: the process of starting-up of ABR was only 39 days and the removal of COD was kept about 60% ; when hydraulic retention time (HRT) were 4 ~ 10 h, volume rate loading (VRL) were equal to 1.17 ~2.9 kg COD/m^3 ·d, the average COD removal rates were 70.49% ~80.2%. When HRT was 7 h, VRL was 1.612 kg COD/m^3· d, the average removal of COD is 80.2% and the average was less than 100 mg/L; the alkalinity effluent was higher than that of influent water and the concentration of voltaic fatty acid (VFA) was below 1.5 mmol/L during the running process of ABR except the start-up phase.
分 类 号:X703[环境科学与工程—环境工程]
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