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Municipal sludge characteristic changes under different aerating condition in a deep-shaft aeration system.
Xiong, Jiaqing; Wang, Xiaochang C; Shu, Wei; He, Teng; Liu, Yanzheng.
Affiliation
  • Xiong J; Key Laboratory of Northwest Water Resource Environment and Ecology, Ministry of Education, School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China E-mail: xiongjiaqing@xauat.edu.cn.
  • Wang XC; Key Laboratory of Northwest Water Resource Environment and Ecology, Ministry of Education, School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China E-mail: xiongjiaqing@xauat.edu.cn.
  • Shu W; Key Laboratory of Northwest Water Resource Environment and Ecology, Ministry of Education, School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China E-mail: xiongjiaqing@xauat.edu.cn.
  • He T; Key Laboratory of Northwest Water Resource Environment and Ecology, Ministry of Education, School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China E-mail: xiongjiaqing@xauat.edu.cn.
  • Liu Y; Key Laboratory of Northwest Water Resource Environment and Ecology, Ministry of Education, School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China E-mail: xiongjiaqing@xauat.edu.cn.
Water Sci Technol ; 73(7): 1493-9, 2016.
Article in En | MEDLINE | ID: mdl-27054720
ABSTRACT
A pilot-scale municipal sewage sludge deep-shaft aeration system was implemented in Lanzhou, Gansu Province of China. The reactor depth was 60 m with a diameter of 1.0 m and the sludge to be treated came from a wastewater plant in Lanzhou. In order to obtain the optimum operation conditions, analysis was conducted on the transformations of the volatile suspended solids (VSS), temperature, pH, oxidation-reduction potential (ORP) and pathogens in the deep-shaft reactor under different aeration conditions. Attention was paid to how operating conditions affected the removal efficiency of the VSS and the reaction temperature. As a result, higher volatile solids removal was gained at higher temperature, and the temperature could reach 50.8°C for a complete inactivation of bacteria in the first reaction zone when the deep-shaft aeration system was run for about 18 days. The sludge aeration rate was observed as 1.5 to 1.8 L/(h·L sludge) which enabled the volatile solids removal rate to reach 40.1%. The degradation of VSS occurred under a micro-oxygen environment, and the lowest ORP was found to be -256 mV in the digestive process. Not only aerobic bacteria but also anaerobic and facultative bacteria performed their functions in the reactor.
Subject(s)

Full text: 1 Database: MEDLINE Main subject: Sewage / Waste Disposal, Fluid / Bioreactors / Waste Disposal Facilities Country/Region as subject: Asia Language: En Journal: Water Sci Technol Journal subject: SAUDE AMBIENTAL / TOXICOLOGIA Year: 2016 Type: Article

Full text: 1 Database: MEDLINE Main subject: Sewage / Waste Disposal, Fluid / Bioreactors / Waste Disposal Facilities Country/Region as subject: Asia Language: En Journal: Water Sci Technol Journal subject: SAUDE AMBIENTAL / TOXICOLOGIA Year: 2016 Type: Article