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臭氧氧化反渗透浓缩垃圾渗滤液动力学
引用本文:郑可,周少奇,沙爽,杨梅梅. 臭氧氧化反渗透浓缩垃圾渗滤液动力学[J]. 环境科学, 2011, 32(10): 2966-2970
作者姓名:郑可  周少奇  沙爽  杨梅梅
作者单位:华南理工大学环境科学与工程学院,广州,510006
基金项目:广州市重大科技项目(2008DLB2080500)
摘    要:采用臭氧氧化法处理经反渗透膜处理后的浓缩垃圾渗滤液,并建立了氧化降解反应动力学模型.结果表明,氧化降解初始反应速率主要与初始pH、臭氧投量、反应温度和初始COD有关.在pH 8.0,温度30℃,臭氧投量5.02 g/h,反应时间90 min的条件下,反渗透浓缩渗滤液的COD去除率达到67.6%;并且在pH为2.0~8....

关 键 词:渗滤液  臭氧  氧化  动力学  反渗透
收稿时间:2010-12-02
修稿时间:2011-01-20

Degradation Kinetics of Ozone Oxidation on Landfill Leachate Rejected by RO Treatment
ZHENG Ke,ZHOU Shao-qi,SHA Shuang and YANG Mei-mei. Degradation Kinetics of Ozone Oxidation on Landfill Leachate Rejected by RO Treatment[J]. Chinese Journal of Environmental Science, 2011, 32(10): 2966-2970
Authors:ZHENG Ke  ZHOU Shao-qi  SHA Shuang  YANG Mei-mei
Affiliation:ZHENG Ke,ZHOU Shao-qi,SHA Shuang,YANG Mei-mei(College of Environmental Science and Engineering,South China University of Technology,Guangzhou 510006,China)
Abstract:This study kinetically investigated landfill leachate rejected by reverse osmosis(RO) oxidation degradation by ozonation. initial pH, ozone dosage, temperature and initial COD had significant impact on the oxidation rate. The results demonstrated that for the removal efficiencies of COD 67.6% under the conditions of 8.0 pH, 5.02 g/h ozone dosage, 303K temperature.The empirical kinetic equation of ozonation degradation for landfill leachate under the conditions of 2.0-8.0 pH, 2.53-6.90 g/h ozone dosage, 934-4037 mg/L initial COD, 283-323 K temperature fitted well with the experimental data(R2 0.969-0.996), with low activation energy Ea= 1.43×104 J·mol-1.
Keywords:landfill leachate  ozone  oxidation  kinetics  reverse osmosis
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