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作 者:姚创 刘建新 陈威宇 赵子玲 Yao Chuang;Liu Jianxin;Chen Weiyu;Zhao Ziling(Guangdong Research Institute of Engineering Technology Co.,Ltd.,Guangdong Wastewater Treatment Engineering Technology Center of Standard&Efficiency Increasing and Resource Recycling,Guangzhou 510440;Guangdong Provincial Academy of Building Research Group Co.,Ltd.,Guangzhou 510500,China)
机构地区:[1]广东省工程技术研究所有限公司广东省污水处理提标增效及资源化利用工程技术研究中心,广东广州510440 [2]广东省建筑科学研究院集团股份有限公司,广东广州510500
出 处:《广东化工》2022年第3期123-126,共4页Guangdong Chemical Industry
基 金:广东省科技计划项目(2017A070702021)。
摘 要:采用SBR反应器对比研究了序批式生物膜-活性污泥复合反应器(HSBR)与活性污泥反应器(SBR)的碳氮去除。结果表明,两反应器在COD、NH_(4)-N去除率方面无明显差异,但HSBR的NH_(4)-N过程去除速率显著高于SBR反应器,且HSBR反应器的TN去除率可达62.95%,高于活性污泥反应器39.3%。HSBR的悬浮污泥和附着污泥的比硝化速率分别为2.14 mgNH_(4)-N/(gTS.h)和1.16 mg mgNH_(4)-N/(gTS.h),比反硝化速率分别为0.16 mgNO_(x)-N/(gTS.h)和1.22 mgNO_(x)-N/(gTS.h),显示HSBR的硝化作用主要集中在悬浮污泥中,而反硝化作用则主要是由生物膜附着污泥完成。The carbon and nitrogen removal was comparatively studied in hybrid sequencing batch reactor (HSBR) and sequencing batch reactro (SBR).Results showed that no obvious difference in COD and NH_(4)-N removal for the two reactors while NH_(4)-N process removal rate in HSBR was rapider than that SBR.Meanwhile,the TN removal efficiency of HSBR was 62.95%which was higher than that in SBR of 39.3%.The specific nitrification rate of suspended sludge and attached sludge in HSBR was 2.14 mgNH_(4)-N/(gTS.h) and 1.16mg mgNH_(4)-N/(gTS.h),and the specific denitrification rate of HSBR was 0.16 mgNO_(x)-N/(gTS.h) and1.22 mgNO_(x)-N/(gTS.h).It revealed that the nitrification was mainly finished in suspended sludge while denitrification was in attached sludge of biofilm.
分 类 号:X703[环境科学与工程—环境工程]
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