物化-生化组合工艺处理造纸化学品废水的中试研究  被引量:1

Pilot-scale study on treatment of paper chemicals wastewater by physicochemical and biochemical combined process

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作  者:谢娟[1] 章一丹[2,3] 徐灏龙[2,3] 

机构地区:[1]浙江同济科技职业学院,杭州311231 [2]浙江省环境保护科学设计研究院,杭州310007 [3]国家环境保护水污染控制工程技术(浙江)中心,杭州310007

出  处:《环境工程学报》2013年第5期1865-1870,共6页Chinese Journal of Environmental Engineering

基  金:浙江省创新团队建设与人才培养项目(2009F20G5220008);浙江省重大科技专项和优先主题项目(2009C13G7090004)

摘  要:针对造纸化学品生产废水具有成分复杂,可生化性差,有机物、NH3-N、Cl-浓度高的特点,采用"初沉池-悬浮生物滤池(A/O)-混凝沉淀池-催化氧化池-硝化滤池"组合工艺对造纸化学品生产废水进行了中试研究,取得很好的处理效果。结果表明,在进水COD为4 832~12 846 mg/L,NH3-N为39~430 mg/L,Cl-为3 200~15 000 mg/L的情况下,处理后出水COD小于500 mg/L,NH3-N小于35 mg/L,主要指标达到污水综合排放标准(GB 8978-1996)三级标准。Based on the characteristics of complicated composition, low biodegradability, high concentra-tion of organic compounds, high ammonia nitrogen and high chloride ion of wastewater from the factory producing paper chemicals,the method of" primary settling tank-suspended biological filter (A/O)-coagulation sedimenta-tion tank-catalytic oxidation tank-nitrification filter"was used in the treatment of paper chemicals wastewater in pilot research, and good results were achieved. The results indicated that after being treated by the combined process, the effluent COD and NH3-N of water was less than 500 mg/L and 35 rag/L, under the conditions of the content ranges of COD, NH3-N and Cl^- of 4 832 - 12 846 mg/L, 39 - 430 mg/L and 3 200 - 15 000 mg/L, re-spectively. The water quality index of effluent reached the Ⅲ-class criteria specified in Integrated Wastewater Discharge Standard ( GB 8978-1996).

关 键 词:造纸化学品 废水 悬浮生物滤池 催化氧化 

分 类 号:X703.1[环境科学与工程—环境工程]

 

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