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作 者:白玉华[1] 张代钧[1] 祖波[1] 张萍[1] 汪林[1]
机构地区:[1]重庆大学资源及环境科学学院环境科学系,重庆400030
出 处:《环境工程学报》2007年第4期29-33,共5页Chinese Journal of Environmental Engineering
基 金:国家自然科学基金资助项目(50378094);重庆大学研究生科技创新基金资助项目(200609Y1A0260185)
摘 要:以厌氧活性污泥和好氧活性污泥接种于2个膨胀颗粒污泥床(EGSB)反应器中,进水流量为10mL/min,回流量为180mL/min,进水COD浓度在180mg/L左右,有机负荷率(OLR)为1.728kgCOD/m^3·d左右,污泥负荷率(SLR)为0.19kgCOD/kgMLSS·d左右,出水COD浓度维持在40mg/L左右,COD去除率达80%以上。控制温度在32~35℃,pH在6.8~7.2,反应器内氧化还原电位在-340mV以下,水力停留时间(HRT)4.2h,上升流速4.86m/h以及加入80mg/L絮凝剂(硫酸铝钾),缩短了启动时间,促进了颗粒污泥的形成。分别经过60d和120d运行,反应器启动成功。结果表明,上升流速、絮凝剂和污泥类型对颗粒污泥的形成有影响;接种好氧活性污泥在低浓度COD下,合理控制负荷速率能成功启动EGSB反应器。Granular sludge was formed in two expanded granular sludge bed(EGSB) reactors inoculated with aerobic activated sludge and anaerobic activated sludge after the start-up operation of 120 d and 60 d,respectively. Under the conditions that the flux was 10 mL/min and the circumfluence 180 mL/min,the COD removal efficiency could reach up 80% with influent COD concentration was 180 mg/L,the organic loading rate up to 1. 728 kg COD/m3 · d and the sludge loading rate about 0. 19 kg COD/kg MLSS · d. The temperature was controlled between 32 ℃ and 35 ℃ , pH at 6.8 - 7.2, redox potential below - 340 mV ; HRT was 4.2 h,the up- velocity was 4. 86 m/h and the flocculant( aluminium potassium sulfate) was 80 mg/L, the formation of the granular sludge was accelerated. Results demonstrated that up-velocity,flocculant and the type of sludge affected the formation of granular sludge. The start-up of the reactor which was inoculated with aerobic sludge was succeeded if the loading rate was controlled rationally in low strength COD.
关 键 词:EGSB反应器 启动运行 颗粒污泥 低浓度COD
分 类 号:X703[环境科学与工程—环境工程]
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