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| 高氨氮污泥脱水液短程硝化反硝化的启动及稳定 | |
| 引用本文： | 张亮,王淑莹,张树军,吴程程,甘一萍,孟春霖,彭永臻.高氨氮污泥脱水液短程硝化反硝化的启动及稳定[J].环境工程学报,2012,6(4):1064-1068. |
| 作者姓名： | 张亮 王淑莹 张树军 吴程程 甘一萍 孟春霖 彭永臻 |
| 作者单位： | 1. 哈尔滨工业大学城市水资源与水环境国家重点实验室,哈尔滨,150090 2. 北京工业大学北京市水质科学与水环境恢复工程重点实验室,北京,100124 3. 北京城市排水集团有限公司,北京,100063 4. 哈尔滨工业大学城市水资源与水环境国家重点实验室,哈尔滨150090／北京工业大学北京市水质科学与水环境恢复工程重点实验室,北京100124 |
| 基金项目： | 国家自然科学基金资助项目(51178007)；“十一五”国家科技支撑计划重点项目(2009BAC57B012) |
| 摘 要： | 采用A/O-CSTR工艺处理高氨氮污泥脱水液。进水氨氮浓度浓度约为375 mg/L，C/N比小于1.0，反硝化碳源明显不足。A/O反应器完成短程硝化反应，CSTR定期投加初沉污泥作为碳源进行反硝化。两者联合达到总氮去除的目的。实验研究短程硝化反应的启动过程，以及CSTR出水回流对短程硝化和系统脱氮效果的影响。实验结果表明系统具有良好的硝化反硝化效果。A/O反应器亚硝酸盐积累率迅速提高并稳定在90%以上。CSTR有效利用初沉污泥实现了稳定的反硝化。出水回流有利于提高总氮去除率，在回流比为200%时，系统平均总氮去除率达到85%以上。 |
| 关 键 词： | 污泥脱水液 短程硝化 游离氨 游离亚硝酸 初沉污泥 |
Start up and maintenance of partial nitrification-denitrification of high strength ammonia sludge dewatering water |
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| Zhang Liang,Wang Shuying,Zhang Shujun,Wu Chengcheng,Gan Yiping,Meng Chunlin and Peng Yongzhen.Start up and maintenance of partial nitrification-denitrification of high strength ammonia sludge dewatering water[J].Techniques and Equipment for Environmental Pollution Control,2012,6(4):1064-1068. | |
| Authors: | Zhang Liang Wang Shuying Zhang Shujun Wu Chengcheng Gan Yiping Meng Chunlin and Peng Yongzhen |
| Institution: | 1,2(1.School of Municipal and Environmental Engineering,Harbin Institute of Technology,Harbin 150090,China; 2.Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering,Beijing University of Technology,Beijing 100124,China;3.Beijing Drainage Group Co.Ltd.,Beijing 100063,China) |
| Abstract: | High strength ammonia sludge dewatering water was treated by a A/O-CSTR process.The ammonia content was about 350 mg/L.The carbon source for denitrification was deficient due to the ratio of C/N was below 1.0.Ammonia of reject water was nitrified in A/O reactor and then reduced to nitrogen gas by denitrifiers in CSTR,with using primary sludge as additional carbon source.The start-up of partial nitrification was investigated.The effects of the effluent recycle on partial nitrification and nitrogen removal efficiency were also studied.The results shows that the system has a good performance in total nitrogen removal.The nitrite accumulate ratio was improved and maintained above 90%.The primary sludge were successful utilized as the carbon source for stable denitrification.The recycle of CSTR effluent benefited nitrogen removal efficiency.As the recycle ratio was 200%,total nitrogen removal efficiency was more than 85%. |
| Keywords: | sludge dewatering water short-cut nitrification free ammonia free nitric acid primary sludge |
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