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厌氧-好氧生物反应器填埋工艺特性研究
引用本文:陈朱蕾,周传斌,刘婷,江娟,曹丽,吕志中,李希堃,黎小保.厌氧-好氧生物反应器填埋工艺特性研究[J].环境科学,2007,28(4):891-896.
作者姓名:陈朱蕾  周传斌  刘婷  江娟  曹丽  吕志中  李希堃  黎小保
作者单位:1. 华中科技大学环境科学与工程学院,武汉,430074
2. 中国科学院生态环境研究中心,北京,100085
基金项目:武汉市重点科技攻关项目(20056002052)
摘    要:基于生物反应器填埋技术,研究1种填埋场地循环操作的厌氧-好氧生物反应器填埋工艺,设计了该工艺模拟装置并研究了其运行工艺特性.厌氧阶段主要通过渗滤液回灌控制反应器工艺条件,主要试验结果为,pH值,R1在 6周后可上升至6.7~7.8,R2在17周内一直低于6.8;渗滤液COD浓度,R1在13周时下降至10?617 mg/L,R2在5周后上升至60?000 mg/L后长期趋于稳定;填埋气累计产量,R1在8周达到44%,R2几乎不产气.衡量稳定化可以分别采用渗滤液pH、COD浓度及BOD5/COD的减少率、填埋气的累计产率等指标来判断,并据此转换为好氧填埋运行.好氧阶段主要是通过强制通风来减少恶臭和水分,主要试验结果为,通风19d氨气浓度降为1.16 mg/m3,通风23d后恶臭浓度降为19;通风14d后含水率降为26%.完成此阶段的工艺指标值可依据矿化垃圾开采的最终用途确定.对主要试验数据进行了数值模拟.厌氧-好氧填埋过程的微生物演替经RISA分析,有4个优势菌群,一些兼性菌群在厌氧-好氧阶段起着重要的承前启后作用.

关 键 词:生活垃圾  生物反应器填埋  厌氧-好氧
文章编号:0250-3301(2007)04-0891-06
收稿时间:2006/4/18 0:00:00
修稿时间:2006-04-182006-08-20

Study on Technological Characters of Anaerobic-Aerobic Bioreactor Landfill
Chen Zhu-Lei,Zhou Chuan-Bin,Liu Ting,Jiang Juan,Cao Li,Lü Zhi-Zhong,Li Xi-Kun,Li Xiao-Bao.Study on Technological Characters of Anaerobic-Aerobic Bioreactor Landfill[J].Chinese Journal of Environmental Science,2007,28(4):891-896.
Authors:Chen Zhu-Lei  Zhou Chuan-Bin  Liu Ting  Jiang Juan  Cao Li  Lü Zhi-Zhong  Li Xi-Kun  Li Xiao-Bao
Institution:1. Department of Environmental Science and Engineering, Huazhong University of Science and Technology, Wuhan 430074, China ; 2. Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences, Beijing 100085, China
Abstract:A technology of anaerobic-aerobic landfill bioreactor aimed at reusing landfill site is studied, and it's based on landfill bioreactor technology. A set of stimulating equipment is designed, and the technology characters are studied. In the anaerobic period, technological conditions are controlled by the means of leachate recirculation. The main experimental results are: pH, R1 rises to 6.7 - 7.8 in 6 weeks, and R2 is under 6.8 in 17 weeks; COD concentration of leachate, R1 declines to 10 617 mg/L in 13 weeks, while R2 rises to 60 000 mg/L in 5 weeks, and keeps stabilization in long time; the cumulating methane production, R1 reaches 44% in 8 weeks, while R2 almost cannot produce methane. The stabilization can be evaluated by pH of leachate, COD and BOD5/COD decreasing ratio, and cumulating methane production. They are main evidences to transform anaerobic period to aerobic period. In the aerobic period, odor and moisture are reduced by the means of aeration. The main experimental results are: ammonia concentration reduces to 1.16 mg/m3 in 19 days, and the odor concentration reduces to 19 in 23 days; the moisture of the wastes reduces to 26% in 14 days. The technological indexes to evaluate finishing of this period can be determined by the ultimately purpose of exploited wastes. Numerical modeling has been researched with the use of experimental data. The succession of microbes in the anaerobic-aerobic course is studied by RISA (ribosomal intergenic spacer analysis) analysis. There are 4 preponderant groups in this course, and some facultative anaerobes play important roles in the transition of anaerobic period to aerobic period.
Keywords:Municipal Solid Waste  Landfill Bioreactor  Anaerobic-Aerobic
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