环境科学与技术

田口法优化二次纤维废水膜前混凝预处理工艺

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  • 华南理工大学 制浆造纸工程国家重点实验室,广东 广州 510640
李友明( 1957-) ,男,教授,博士生导师,主要从事制浆造纸清洁生产技术、造纸化学品等研究

收稿日期: 2017-05-25

  修回日期: 2017-08-29

  网络出版日期: 2018-05-07

基金资助

国家自然科学基金资助项目( 21476091) ; 国家重点研发计划项目( 2017YFB0307901) ; 广东省科技计划项目 ( 2015A020215009) 

Combination of Coagulation-Flocculation and Membrane Processing in the Optimization of Secondary Fiber Wastewater Treatment Using Taguchi Method
 

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  •  State Key Laboratory of Pulp and Paper Engineering,South China University of Technology,Guangzhou 510640,Guangdong,China
李友明( 1957-) ,男,教授,博士生导师,主要从事制浆造纸清洁生产技术、造纸化学品等研究

Received date: 2017-05-25

  Revised date: 2017-08-29

  Online published: 2018-05-07

Supported by

  Supported by the National Natural Science Foundation of China( 21476091) , the National Key R & D Project of China( 2017YFB0307901) and the Science and Technology Planning Project of Guangdong Province( 2015A020215009) 

摘要

以二次纤维企业生物处理二级出水为对象,通过田口试验设计和方差分析法 ( ANOVA) ,考察了聚合氯化铝( PAC) 投加量、阳离子聚丙烯酰胺( CPAM) 投加量、 pH 和 温度对膜前混凝过程的影响,确定混凝预处理的最佳工艺条件: PAC 投加量为 1000mg/L, CPAM 投加量为 20 mg/L, pH 为 9,温度为 25 ℃. 在此工艺条件下,废水化学需氧量 COD 值下降至441mg/L,总悬浮物 TSS 为4 NTU,污泥体积系数 SV 为 46,色度为 23 Units PtCo. 在此基础上进行废水的直接膜分离和经混凝预处理后的膜分离实验,研究结果表明, 与未经混凝预处理相比,二沉池出水经混凝预处理后,超滤处理 10 min,膜通量衰减至 70%,废水 COD 去除率达到60. 2%. 这说明混凝法作为膜分离的预处理工艺能提高二次 纤维废水膜处理的整体性能.

本文引用格式

李友明 徐艳梅 侯轶 . 田口法优化二次纤维废水膜前混凝预处理工艺[J]. 华南理工大学学报(自然科学版), 2018 , 46(6) : 122 -129 . DOI: 10.3969/j.issn.1000-565X.2018.06.017

Abstract

The effects of individual membrane processing ( MP) and MP combined with coagulationflocculation ( CF) on the properties of secondary fiber wastewater had been investigated in this study. Based on taguchi method and analysis of variance ( ANOVA) ,four independent variables including PAC dosage,CPAM dosage,pH and temperature were selected as influence factors. The factors were optimized as PAC dosage 1000mg/L,CPAM dosage 20mg/L,pH 9 and temperature 25 ℃. At the optimal conditions,COD was declined to 441 mg/L,TSS was 4NTU,SV was 46,colority was 23 Units PtCo. Compared with individual MP, the combination of CF and MP has a higher flux at 70% and a stronger removal of COD at 60. 2% after 10 mins’MP, indicating that the combination of CF-MP improves the overall performance for the secondary fiber wastewater treatment. 

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