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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:连续运行模式
引用本文:刘奋武,周立祥,周俊,姜峰.生物沥浸处理提高城市污泥脱水性能的中试研究:连续运行模式[J].环境科学,2011,32(10):2993-2998.
作者姓名:刘奋武  周立祥  周俊  姜峰
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:采用有效容积为700 L的推流式生物沥浸反应器对城市污泥进行连续10 d的生物沥浸处理,采用折流方式将反应器从进泥端到处理结束后的排泥端,沿程方向依次划分为1~6区.对试验过程中各区的pH变化趋势,各区污泥的脱水性能(用污泥比阻SRF表征)及生物沥浸污泥经厢式压滤脱水泥饼含水率及其水分蒸发速度进行了系统的研究.结果表明...

关 键 词:城市污泥  生物沥浸  推流式反应器  中试  脱水
收稿时间:2010/11/25 0:00:00
修稿时间:2011/2/14 0:00:00

Improvement of Municipal Sewage Sludge Dewaterability by Bioleaching: A Pilot-Scale Study with a Continuous Plug Flow Reaction Model
LIU Fen-wu,ZHOU Li-xiang,ZHOU Jun and JIANG Feng.Improvement of Municipal Sewage Sludge Dewaterability by Bioleaching: A Pilot-Scale Study with a Continuous Plug Flow Reaction Model[J].Chinese Journal of Environmental Science,2011,32(10):2993-2998.
Authors:LIU Fen-wu  ZHOU Li-xiang  ZHOU Jun and JIANG Feng
Institution:LIU Fen-wu,ZHOU Li-xiang,ZHOU Jun,JIANG Feng(Department of Environmental Engineering,College of Resources and Environmental Sciences,Nanjing Agricultural University,Nanjing 210095,China)
Abstract:A plug-flow bio-reactor of 700 L working volume for sludge bioleaching was used in this study. The reactor was operationally divided into six sections along the direction of the sludge movement. Ten duration of continuous operation of sludge bioleaching with Acidibacillus spp. and 1.2 m3 x h(-1) aeration amount was conducted. In this system, sludge retention time was 2.5 d, and the added amount of microbial nutritional substance was 4 g x L(-1). During sludge bioleaching, the dynamic changes of pH, dewaterability (specific resistance to filtration, SRF) of sewage sludge in different sections, the moisture content and moisture evaporation rate of dewatered bioleached sludge cake obtained by chamber filter press were investigated. The results showed that the SRF of sludge significantly decreased from initial 1.50 x 10(13) m x kg(-1) to the final 0.34 x 10(13) m x kg(-1). The wasted bioleached sludge was collected and dewatered by chamber filter press under the following pressures as 0.3 MPa for 4 h (2 h for feeding sludge, 2 h for holding pressure), 3 h (1.5 h for feeding sludge, 1.5 h for holding pressure), 2 h (1 h for feeding sludge, 1 h for holding pressure), and 1 h (0.5 h for feeding sludge, 0.5 h for holding pressure). Correspondingly, the moisture of dewatered sludge was reduced to 57.9%, 59.2%, 59.6%, and 63.4% of initial moisture, respectively. Moreover, the moisture content of bioleached sludge cake was reduced to about 45% and less than 10% if the cake was placed at 25 degrees C for 15 h and 96 h, respectively. Obviously, sludge bioleaching followed by sludge dewatering using chamber filter press is a promising attractive approach for sludge half-dryness treatment in engineering application.
Keywords:municipal sludge  bioleaching  plug-flow bioleaching reactor  pilot  dewatering
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