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生物沥浸处理提高城市污泥脱水性能的中试研究:批式运行模式
引用本文:刘奋武,周立祥,周俊,姜峰,王电站.生物沥浸处理提高城市污泥脱水性能的中试研究:批式运行模式[J].环境科学,2011,32(7):2023-2029.
作者姓名:刘奋武  周立祥  周俊  姜峰  王电站
作者单位:南京农业大学资源与环境科学学院环境工程系,南京,210095
基金项目:国家高技术研究发展计划(863)项目(2009AA06Z317);国家自然科学基金项目(20977048)
摘    要:为了考察生物沥浸法对城市污泥脱水性能的影响.利用一个兼有序批式与连续式运行模式、工作体积为700 L的生物沥浸反应器对城市污泥进行了连续3批生物沥浸中试研究,并采用厢式压滤机对处理后污泥进行脱水处理.结果表明,曝气量为1.2 m^3/h,含嗜酸性硫杆菌的酸化污泥与待处理的原始污泥体积比为1∶15时,在90 h内完成首批...

关 键 词:城市污泥  生物沥浸  序批式反应器  脱水性  厢式压滤脱水机
收稿时间:2010/7/25 0:00:00
修稿时间:2010/10/8 0:00:00

Improvement of Municipal Sewage Sludge Dewaterability by Bioleaching: A Pilot-Scale Study with Sequence Batch Reaction Model
LIU Fen-wu,ZHOU Li-xiang,ZHOU Jun,JIANG Feng and WANG Dian-zhan.Improvement of Municipal Sewage Sludge Dewaterability by Bioleaching: A Pilot-Scale Study with Sequence Batch Reaction Model[J].Chinese Journal of Environmental Science,2011,32(7):2023-2029.
Authors:LIU Fen-wu  ZHOU Li-xiang  ZHOU Jun  JIANG Feng and WANG Dian-zhan
Institution:Department of Environmental Engineering, College of Resources and Environmental Sciences, Nanjing Agricultural University, Nanjing 210095, China. lfwlfw2008@sina.com
Abstract:To observe the bioleaching effect on sewage sludge dewaterability, three consecutive batch bioleaching experiments were conducted through a bioleaching bio-reactor with 700 L of working volume. Subsequently, the bioleached sludge was dewatered by using chamber filter press. The results show that the 1st batch bioleaching process can be finished within 90 hours if the aeration amount was 1.2 m3/h with the 1: 15 mixing ratio of bioleached sludge to raw sludge. The pH of sludge declines from initial 6.11 to 2.33 while ORP increased from initial -134 mV to finial 507 mV. The specific resistance to filtration (SRF) of the tested sludge was decreased from original 1.00 x 10(13) m/kg to final 0.09 x 10(13) m/kg after bioleaching. For the subsequent two batch trials, the bioleaching process can be finished in 40 hours and 46 hours, respectively. Likewise, sludge SRF is also significantly decreased to 0.19 x 10(13) m/kg and 0.36 x 10(13) m/kg if the mixing ratio of bioleached sludge to fresh sludge is 1:1 although the microbial nutrient substance dosage is reduced by 25% and 50% for 2nd, and 3rd batch experiments, respectively. The harvested bioleached sludge from three batch trails is dewatered by chamber filter press with 0.3-0.4 MPa working pressure for 2 hours. It is found that the moisture of dewatered sludge cake can be reduced to 58%, and that the dewatered sludge cake is of khaki appearance and didn't emit any offensive odor. In addition, it is also observes that sludge organic matter only changed a bit from 52.9% to 48.0%, but 58% of sludge-borne Cu and 88% of sludge-borne Zn can be removed from sludge by bioleaching process. Therefore, dual goals for sludge-borne heavy metal removal and sludge dewatering of high efficiency can be achieved simultaneously through the approach mentioned above. Therefore, bioleaching technique is of great engineering application for the treatment of sewage sludge.
Keywords:sewage sludge  bioleaching  sequence batch reaction reactor  dewaterability  chamber filter press
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