[1]赵君,张勇,刘玉波,等.A~2/O工艺抗焦化厂区废水负荷波动能力研究[J].江西师范大学学报(自然科学版),2013,(05):519-522.
　ZHAO Jun,ZHANG Yong,LIU Yu-bo,et al.The Study on the Load Fluctuate Resistance Ability of Coke Plant Area Wastewater by A2/O Process[J].Journal of Jiangxi Normal University:Natural Science Edition,2013,(05):519-522.
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A~2/O工艺抗焦化厂区废水负荷波动能力研究()
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《江西师范大学学报》（自然科学版）[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2013年05期
页码:
519-522
栏目:
出版日期:
2013-10-31

文章信息/Info

Title:
The Study on the Load Fluctuate Resistance Ability of Coke Plant Area Wastewater by A2/O Process
作者:
赵君;张勇;刘玉波;沈烨冰;李存雄
贵州师范大学贵州省山地环境信息系统与生态环境保护重点实验室,贵州贵阳,550001；贵州师范大学化学与材料科学学院,贵州贵阳,550001；贵州师范大学贵州省山地环境信息系统与生态环境保护重点实验室,贵州贵阳550001;贵州师范学院化学与生命科学学院,贵州贵阳550018
Author(s):
ZHAO Jun；ZHANG Yong；LIU Yu-bo；SHEN Ye-bing；LI Cun-xiong
关键词:
A2/O工艺; 焦化厂区; 废水; 负荷波动
Keywords:
A2/O process; coke plant area; wastewater; load fluctuate
分类号:
X132
文献标志码:
A
摘要:
为研究A2/O工艺对焦化产区废水处理效果以及该工艺抗负荷波动能力,选取贵阳某焦化厂区废水4个主要特征指标(COD、NH3-N、挥发酚、总氰化物)进行了系统的研究.结果表明:A2/O工艺对COD、NH3-N、挥发酚的去除效果良好,单一的A2/O工艺对废水中的总氰化物去除效果一般,约为10；左右,但A2/O工艺-芬顿试剂联用技术对总氰化物去除效果良好.另外,当系统中进水的COD负荷波动为100； ～ 148；时,其平均去除率在87；以上;当NH3-N负荷波动为100； ～ 152；时,其平均去除率在95；以上;当挥发酚负荷波动为100； ～ 353；时,其平均去除率在97.8；以上;当总氰化物负荷波动为100； ～ 139；时,其平均去除率在93；以上.这表明A2/O工艺具有良好的抗击负荷波动能力,适合焦化厂区废水处理.
Abstract:
To study the treatment effects and load fluctuate resistance ability of A/O process in the treatment of coke plant area wastewater,four pollutant(COD,ammonia,volatile phenol and total cyanide)were selected.The result shows that the process has a good and feasible removal of NH3-N,COD and volatile phenol,but the removal of total cyanide by the process is merely about 10%.When fenton reagent and A/O process were combined and used,the removal rate is up to 93%.At the same time when the load fluctuation of COD is 100%～148%,the average removal rate is more than 87%.while the load fluctuation of NH3-N is 100%～152%,the average removal rate is over 95%.the average removal rate is more than 97.8%,while the load fluctuation of volatile phenol is 100%～353%.the removal rate is above 93%,when load fluctuation of influent total cyanide is 100%～139%.All those show that the process has good impact resistance and can ensure the stability of effluent quality.

参考文献/References:

[1] 韦朝海,贺明和,任源,等.焦化废水污染特征及其控制过程与策略分析 [J].环境科学学报,2007,27(7):1083-1093.
[2] 黎晓霞,刘炳娟,蔡河山.天然沸石对废水中低浓度氨氮的去除研究 [J].江西师范大学学报:自然科学版,2013,37(1):89-92.
[3] Steinmann C R,Weinhart S,Melzer A.A combined system of lagoon and constructed wetland for an effective wastewater treatment [J].Water Research,2003,37:2035-2042.
[4] 刘红,周志辉,吴克明.Fenton试剂催化氧化-混凝法处理焦化废水的实验研究 [J].环境科学与技术,2004,27(2):71-73.
[5] 李咏梅,顾国维,赵建夫.焦化废水中几种含氮杂环化合物在A1-A2-O系统中的降解特性研究 [J].环境科学学报,2002,22(1):34-39.
[6] 赵建夫,钱易,顾夏声.用厌氧酸化预处理焦化废水的研究 [J].环境科学,1990,11(3):30-34.
[7] 姚珺,何苗.焦化废水中有机污染物经厌氧酸化后对好氧生物降解性能的影响 [J].中国环境科学,1998,18(3):276-279.
[8] 李亚新,周鑫,赵义.A/O工艺各段对焦化废水中难降解有机物的去除作用 [J].中国给水排水,2007,23(14):4-7.
[9] 陈一良,杨云飞,杨超.活性污泥法降解苯酚模拟废水的动力学研究 [J].中国资源综合利用,2006,24(11):24-27.
[10] 黄会静,韦朝海,吴超飞,等.焦化废水生物处理A/O/H/O工艺中氰化物的去除特性 [J].化工进展,2011,30(5):1141-1145.
[11] Barclay M,Hart A,Knowles C J,et al..Biodegradation of metal cyanides by mixed and pure cultures of fungi [J].Enzyme and Microbial Technology,1998,22(4):223-231.

备注/Memo

备注/Memo:
贵州省科技厅科学技术基金(黔科合J字LKS
[2011]30号)；贵州省教育厅自然科学基金(黔教科2010017)；贵州省教育厅招标项目(黔教科
[2011]018号)
更新日期/Last Update: 1900-01-01