期刊文献+

一种基于电芬顿的污泥强化脱水预处理技术研究 被引量:6

An Enhanced Excess Sludge Dewatering Pretreatment Technology Based on Electro-Fenton
原文传递
导出
摘要 采用电芬顿技术对抚顺市某市政污水处理厂浓缩池剩余污泥进行预处理,强化污泥的脱水性能。通过正交试验分析了电芬顿污泥强化脱水预处理技术的主要操作参数,确定了最佳工作条件,即p H值为3,曝气量为500 m L/min,电压梯度为2 V/cm;并通过极差与方差分析得出p H值为影响污泥脱水性能的主要参数。通过污泥含水率与脱水速率随时间的变化情况,分析得出最佳的电芬顿氧化处理时间为60 min,此时含水率能够降到68%。通过研究添加羟基自由基(·OH)清除剂后污泥的破坏效果以及·OH浓度与污泥破坏程度的关系,发现电芬顿污泥脱水的关键是产生的强氧化剂中间产物·OH。此外,污泥胞外聚合物(EPS)的浓度和组成在电芬顿氧化反应前后发生变化,紧密结合EPS(TB-EPS)量减少,可溶解性EPS(S-EPS)先增加后减少。 An electro-Fenton (EF) pretreatment technology was used to enhance the dewatering of the excess sludge from a. sewage treatment plant in Fushun. The operation parameters in the EF process were analyzed by changing the moisture content and specific resistance of sludge (SRF). The results indicated that the optimized condition was pH of 3, aeration of 500 mL/min, and voltage gradient of 2 V/ cm. pH demonstrated a significant influence on the dewatering of sludge in the range and variance analysis. The moisture content reached up to 68% at the optimized condition of 60 minutes oxidation treatment. The hydroxyl radical (· OH) was identified as a key factor in the sludge dewatering process. Ad- ditionally, the concentrations and the compositions of the extracellular polymeric substance (EPS) were changing during the EF process. The concentrations of tightly bound EPS (TB-EPS) were decreasing, while the soluble EPS (S-EPS) concentrations were initially increasing and subsequently decreasing.
出处 《中国给水排水》 CAS CSCD 北大核心 2018年第3期116-121,共6页 China Water & Wastewater
基金 沈阳建筑大学博士后基金资助项目(SJZUBSH201720) 沈阳建筑大学学科涵育项目(XKHY2-117) 国家自然科学基金资助项目(51508342) 国家水体污染控制与治理科技重大专项(2014ZX07202-011)
关键词 电芬顿 剩余污泥 强化脱水 羟基自由基 胞外聚合物 electro-Fenton (EF) excess sludge enhanced dewatering hydroxyl radical extracellular polymeric substance
  • 相关文献

参考文献3

二级参考文献31

  • 1杨崇豪,袁孟云,张利伟,韩云中.中小型污水处理厂污泥脱水比阻调理剂研究[J].华北水利水电学院学报,2007,28(1):88-90. 被引量:6
  • 2朱书卉,许红林,韩萍芳.超声波结合复合絮凝剂强化生物污泥脱水研究及其作用机理[J].化工进展,2007,26(4):537-541. 被引量:13
  • 3宋宪强,雷恒毅,余光伟,白涛,黎忠,邓伟聪.新型复合混凝剂改善污泥脱水性能的研究[J].中国给水排水,2007,23(13):87-90. 被引量:10
  • 4Zall J, Galil N, Rehbum M. Skeleton builders for conditioning oily sludge [ J ]. Water Pollution Control Federation, 1987,59 ( 7 ) : 699-706.
  • 5Thapa K B,Qi Y, Clayton S A,et al. Lignite aided dewatering of digested sewage sludge [ J ]. Water Research,2009,43 ( 3 ) :623- 634.
  • 6Boran J, Houdkova L, Elsaser T. Processing of sewage sludge: Dependence of sludge dewatering efficiency on amount of flocculant [J]. Resources, Conservation and Recycling,2010,54 (5) :278-282.
  • 7Zhang Z Q, Xia S Q, Zhang J. Enhanced dewatering of waste sludge with microbial flocculant TJ-FI as a novel conditioner [ J]. Water Research,2010,44(10) :3087-3092.
  • 8Lu M C, Lin C J, Liao C H, et al. Dewatering of activated sludge by Fenton's reagent [ J ]. Advances in Environmental Research, 2003,7 ( 3 ) :667-670.
  • 9Dentel S K, Dursun D. Shear sensitivity of digested sludge: Comparison of methods and application in conditioning and dewatering [ J ]. Water Research ,2009,43 ( 18 ) :4617-4625.
  • 10杨家宽,何姝,王荣,等.多联式污泥比阻测定装置[P].中国,201020573496.9.2010-10-22.

共引文献47

同被引文献66

引证文献6

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部