A/O工艺处理家具喷漆废水的研究
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  • 英文篇名:Study on A/O Process for Treatment of Furniture Paint Wastewater
  • 作者:黄冰 ; 兰善红 ; 温志良
  • 英文作者:Huang Bing;Lan Shanhong;Wen Zhiliang;Dongguan Environmental Protection Industry Promotion Center;School of Environment and Civil Engineering,Dongguan University of Technology;
  • 关键词:家具喷漆废水 ; UASB ; 生物接触氧化
  • 英文关键词:furniture painting wastewater;;UASB;;biological contact oxidation
  • 中文刊名:SDHG
  • 英文刊名:Shandong Chemical Industry
  • 机构:东莞市环保产业促进中心;东莞理工学院;
  • 出版日期:2017-09-23
  • 出版单位:山东化工
  • 年:2017
  • 期:v.46;No.316
  • 基金:广东省教育厅自然科学项目(2015KTSCX140);; 东莞市社会科技发展(重点)项目(2017507101426)
  • 语种:中文;
  • 页:SDHG201718079
  • 页数:5
  • CN:18
  • ISSN:37-1212/TQ
  • 分类号:204-207+209
摘要
采用A/O工艺,即UASB-生物接触氧化联合工艺来处理家具喷漆废水,通过测定反应器进出水CODcr浓度及pH值来确定反应器的最佳运行条件。试验结果表明:(1)UASB反应器保持水力停留时间为32h时,在进水CODcr浓度范围为2800~3300mg/L,容积负荷在1.98~2.2kg COD/m~3·d范围内,进水pH范围在7.4~8之间的条件下,UASB反应器的CODcr去除率达到70%以上,此时出水CODcr浓度为1000mg/L左右。(2)生物接触氧化反应器的一级和二级反应池的水力停留时间均保持8h不变,在进水CODcr浓度在800~1500mg/L范围,容积负荷在0.88~1.67kg CODcr/m3·d范围,进水pH值范围在6.7~7.3之间的条件下,反应器的去除率可达到70%左右,此时出水CODcr浓度为400mg/L左右。
        The A/O process,UASB-biological contact oxidation process to deal with the furniture paint wastewater,through the determination of the reactor effluent CODcrconcentration and pH value to determine the best operating conditions of the reactor.The test results showed that:( 1) the UASB reactor hydraulic retention time is 32 h,the influent CODcrconcentration range of2800 ~ 3300mg/L,volume load in 1. 98 ~ 2. 2 kg CODcr/m3·d range,the influent pH is in the range of 7. 4 ~ 8 under the condition of the UASB reactor CODcrremoval rate reached more than 70%,and the effluent CODcrconcentration was about1000mg/L.( 2) hydraulic grade one and two reactor biological contact oxidation reactor residence time were unchanged at 8h,the influent CODcrconcentration in the range of 800 ~ 1500mg/L,volume load in 0. 88 ~ 1. 67 kg CODcr/m3·d range,the influent pH value is in the range of 6. 7 ~ 7. 3 under the condition of the reactor the removal rate can reach about 70%,this time the effluent CODcrconcentration is about 400mg/L.
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