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作 者:傅金祥[1] 陈敬新[1] 郜玉楠[1] 范旭[1] 张吉[1] 于燕[1] 姜曦[1]
机构地区:[1]沈阳建筑大学市政与环境工程学院,辽宁沈阳110168
出 处:《工业水处理》2012年第7期21-24,共4页Industrial Water Treatment
基 金:国家水体污染控制与治理科技重大专项(2009ZX07208-002-005)
摘 要:对比研究了2种UASB-厌氧氨氧化反应器的启动。采用2个15L UASB反应器A、B,A添加海绵填料,B无填料,在温度为(33±2)℃,进水pH为6.5~7.5的条件下启动反应器。结果表明,2个反应器均经历了适应期、提高期和稳定期3个阶段,A反应器在80d进入稳定期,氨氮和亚硝氮去除率达99.8%和99.9%,B反应器在105d进入稳定期,氨氮和亚硝氮去除率达98.1%和98.9%。A反应器污泥为褐色,并有红色颗粒污泥,B反应器污泥颜色为深褐色。The starting-up ofupflow anaerobic sludge blanket (UASB)-anaerobic ammonium oxidation(ANAMMOX) process has been investigated comparatively in two 15 L UASB reactors. To Reactor A, sponge filler is added and to Reactor B, no filler is added. When the temperature is (33±2) ℃ and influent water pH 6.5-7.5, the reactors can be started up. The results show that these two reactors have undergone three stages : adaptation period, improving period and stabilizing period. The removing rates of NH4^+-N and NO2--N are 99.8% and 99.9%, respectively, when Reactor A goes to stabilizing period in 80 d. The removing rates of NH4^+--N and NO2--N reach 98.1% and 98.9% , respectively ,when Reactor B goes to stabilizing period in 105 d. The sludge color in Reactor A is brown ,with small red particles and the sludge in Reactor B is dark brown.
分 类 号:X703[环境科学与工程—环境工程]
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