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应用于糖果生产废水处理的两段厌氧工艺研究
引用本文:崔清洁,赵大传,倪寿清,朱艳秋,于乐锋. 应用于糖果生产废水处理的两段厌氧工艺研究[J]. 山东大学学报(理学版), 2007, 42(5): 55-63
作者姓名:崔清洁  赵大传  倪寿清  朱艳秋  于乐锋
作者单位:山东大学,环境科学与工程学院,山东,济南,250100;山东省水利勘测设计院,山东,济南,250013;日照市环保局东港分局,山东,日照,276800
摘    要:设计了两段厌氧处理系统来处理糖果废水,该系统由升流式厌氧污泥床(UASB)和降流式厌氧生物滤池(DFAF)组成. UASB和DFAF反应器分别在35℃和室温(22~25℃)下运行,系统水力停留时间是2.4d. 在有机负荷12.5kgCOD/m3·d时系统COD去除率为98%,并且在高有机负荷情况下UASB仍能获得较好的处理效果. 通过回流可以调节UASB反应器进水COD质量浓度保持在30g/L以下. 系统DFAF反应器出水COD质量浓度维持在400mg/L以下,并能有效缓冲UASB反应器出水的波动.

关 键 词:糖果废水  升流式厌氧污泥床  降流式厌氧生物滤池  有机负荷
文章编号:1671-9352(2007)05-0055-04
收稿时间:2007-03-13
修稿时间:2007-03-13

A two-step anaerobic reactor used in the treatment of confectionery industry wastewater
CUI Qing-jie,ZHAO Da-chuan,NI Shou-qing,ZHU Yan-qiu,YU Le-feng. A two-step anaerobic reactor used in the treatment of confectionery industry wastewater[J]. Journal of Shandong University, 2007, 42(5): 55-63
Authors:CUI Qing-jie  ZHAO Da-chuan  NI Shou-qing  ZHU Yan-qiu  YU Le-feng
Affiliation:1. School of Environmental Science and Engineering, Shandong Univ., Jinan 250100, Shandong, China; 2. Shandong Research Institute of Investigation and Design of Water Conservancy, Jinan 250013, Shandong, China; 3. Donggang Department of Rizhao EPA, Rizhao 276800, Shandong, China
Abstract:A two-step anaerobic reactor treatment system was tested for its ability to remove organic carbon from confectionery industry wastewater. The system consists of an up-flow anaerobic sludge blanket (UASB) operated at 35℃, which is followed by a down-flow anaerobic filter (DFAF) operated at ambient temperature (22~25℃). The system has a total hydraulic retention time of 2.4 days. An overall COD treatment efficiency of 98% was observed at the system organic loading rate of 12.5kgCOD/m3·d, which worked extremely well at high organic loadings. Effluent recycle enables the UASB to operate with influent COD concentrations up to 30g/L. DFAF maintains effluent COD concentrations below 400mg/L, and effectively buffers fluctuations in the effluent of the UASB.
Keywords:confectionery industry wastewater   up-flow anaerobic sludge blanket   down-flow anaerobic filter   organic loading rate
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