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臭氧预处理对剩余污泥特性及厌氧消化的影响

石璞玉 孙力平 谢春雨 郑亚哲 邱春生

环境工程学报2017,Vol.11Issue(6):3740-3746,7.
环境工程学报2017,Vol.11Issue(6):3740-3746,7.DOI:10.12030/j.cjee.201609252

臭氧预处理对剩余污泥特性及厌氧消化的影响

Effects of ozone pretreatment on sludge characteristics and anaerobic digestion

石璞玉 1孙力平 1谢春雨 2郑亚哲 3邱春生4

作者信息

  • 1. 天津城建大学环境与市政工程学院,天津300384
  • 2. 天津市水质科学与技术重点实验室,天津300384
  • 3. 北京城建设计发展集团股份有限公司,北京100037
  • 4. 启迪桑德环境资源股份有限公司,北京101102
  • 折叠

摘要

Abstract

The effects of ozone pretreatment on sludge characteristics and anaerobic digestion were studied in this paper.The influence of ozone dosing quantity on sludge characteristics was investigated,and the anaerobic digestion of pretreated sludge was also carried out.The results showed that the highest supernatant SCOD content of sludge could reach 1 006.08 mg · L-1 after 15 min pretreatment,representing an increase of 420.85% of the untreated sludge.The peak soluble protein and polysaccharide content in the sludge supernatant was detected when the ozone treatment time was 10 min.The highest ammonia nitrogen content was found after 15 min'ozone treatment.Excitation-emission matrix (EEM) showed that the content of fulvic acids in the sludge decreased with the increasing ozone amount,obvious decrease of fulvic acids was observed at ozone treatment time of 20 min.Microscope and scanning electron microscopy (SEM) images showed that with the increase of ozone dosing,the cell structure of the microorganisms in the sludge subjected to varying degrees damage.The results of anaerobic digestion showed that when the ozone treatment time was 10 min,the highest methane yield up to 318.39 mL · (g VS)-1 could be obtained,which increased by 396.00% compared with control group.

关键词

臭氧预处理/剩余污泥/污泥特性/厌氧消化

Key words

ozone pretreatment/excess sludge/sludge characteristics/anaerobic digestion

分类

资源环境

引用本文复制引用

石璞玉,孙力平,谢春雨,郑亚哲,邱春生..臭氧预处理对剩余污泥特性及厌氧消化的影响[J].环境工程学报,2017,11(6):3740-3746,7.

基金项目

天津市科技计划项目(14ZCDGSF00032) (14ZCDGSF00032)

天津市高等学校科技发展基金计划项目(20130515) (20130515)

环境工程学报

OA北大核心CSCDCSTPCD

1673-9108

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