煤气废水好氧&mdash;缺氧&mdash;好氧生物处理研究

张文启, 马军, 邱立平

doi:10.11894/1005-829x.2006年.26（02）.32

工业水处理 >

2006 , Vol. 26 >Issue 2: 32 - 35

DOI: https://doi.org/10.11894/1005-829x.2006年.26（02）.32

试验研究

煤气废水好氧—缺氧—好氧生物处理研究

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1. 哈尔滨工业大学市政环境工程学院, 黑龙江, 哈尔滨 150090;
2. 济南大学环境工程学院, 山东, 济南 250000

张文启 (1966- )，1991 年毕业于吉林大学，现在哈尔滨工业大学攻读博士学位，高级工程师。电话: 13104617116，E-mail: zhangwenqi_hit@163.com。

收稿日期: 2005-10-05

修回日期: 2005-10-05

网络出版日期: 2010-10-01

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Coal gasification wastewater treatment by aerobic-anoxic-aerobic biological process

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1. School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China;

2. School of Environmental Engineering, Jinan University, Jinan 250000, China

Received date: 2005-10-05

Revised date: 2005-10-05

Online published: 2010-10-01

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摘要

煤气废水生物处理目前遇到的主要问题是系统运行不稳定及氨氮去除率低，针对这些问题开发出好氧—缺氧—好氧生物处理工艺。实验表明，新工艺在入水COD较高的条件下可以稳定运行，系统中一级好氧白土-活性污泥单元作用较大。系统在平均入水COD为2204 mg/L、氨氮为244mg/L的条件下，COD和氨氮去除率分别可达87.6%和80%，HRT的降低对系统COD去除率影响不大，但使氨氮去除率降低到67%，主要是由于一级好氧单元硝化作用减弱所致。该工艺提高了煤气废水生物处理的功效，特别是在去除氨氮方面具有很大的优势，为后续深度处理奠定了基础。

关键词： 煤气废水; 好氧; 缺氧; 白土-活性污泥

本文引用格式

张文启, 马军, 邱立平 . 煤气废水好氧—缺氧—好氧生物处理研究[J]. 工业水处理, 2006 , 26(2) : 32 -35 . DOI: 10.11894/1005-829x.2006年.26（02）.32

Abstract

Aerobic(O)-anoxic(A)-aerobic(O)biological process is put forward for gasification wastewater treatment. The experiment data shows that the new system is operated stably during a period of five months when the COD concentrations of the influent water are higher than 2 200 mg/L. The diatomite-activated sludge unit of the system is important for this stability. The total COD and NH⁴⁺-N removals are more than 87% and 80% respectively and are superiority to the process operated in the Harbin Coal Gasification Plant. When the HRT decreases and the concentrations of influent increases, the COD removal rate remaines at 86%, but the NH⁴⁺-N removal rate is decreased to 67%.

Key words： coal gasification wastewater; aerobic; anoxic; diatomite-activated sludge

参考文献

[1] Luthy R G. Biological treatment of synthetic fuel wastewater[J]. Environ. Eng., 1980, 106(3) : 609-617.
[2] Nakhla G F, Suidan MT. Anaerobic toxic wastewater treatment: dilu-tion effects[J]. Journal of Hazardous Materials,1995,42(1): 71-86.
[3] Sulidan M T, Strubler Charles E, Kao Shu-Wen, et al. Treatment of coal gasification wastewater with anaerobic filter technology[J]. Journal WPCF, 1983, 55(7): 1 263-1 270.
[4] Nakhla G F, Suidan MT. Control of anaerobic GAC reactors treating inhibitory wastewaters[J]. J. WPCF, 1990, 62 (1): 65-72.
[5] Fang Herbert H P, Chan On-Chim.Toxicity of phenol towards anaer-obic bio-granules[J]. Wat. Res., 1997, 31(9): 2 229-2 242.
[6] Stamoudis Vassilis C, Luthy Richard G. Determination of biological removal of organic constituents in quench waters from high-BTU coal-gasification pilot plants
[ J]. Wat. Res., 1980, 14( 5) : 1 143-1 156.
[7] Zhang Min, Joo Hwa Tay, Yi Qian, et al. Coke plant wastewater treatment by fixed biofilm system for COD and NH 3-N removal[J]. Wat. Res., 1998, 32(2): 519-527.
[8] Hockenbury M R, Grady C P L. Inhibition of nitrification-effects of selected organic compounds[J]. J. WPCF, 1977, 49(3): 768-777.
[9] Dyreborg Soren, Erik Arvin. Inhibition of nitrification by creosote-contaminated water[J]. Wat. Res., 1995, 29(6): 1 603-1 606.

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