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Floatation of flocculent and granular sludge in a high-loaded anammox reactor.
Chen, Hui; Ma, Chun; Yang, Guang-Feng; Wang, Hui-Zhong; Yu, Zhi-Ming; Jin, Ren-Cun.
Afiliación
  • Chen H; College of Life and Environmental Sciences, Hangzhou Normal University, Hangzhou 310036, China; Key Laboratory of Hangzhou City for Ecosystem Protection and Restoration, Hangzhou Normal University, Hangzhou 310036, China.
  • Ma C; College of Life and Environmental Sciences, Hangzhou Normal University, Hangzhou 310036, China; Key Laboratory of Hangzhou City for Ecosystem Protection and Restoration, Hangzhou Normal University, Hangzhou 310036, China.
  • Yang GF; College of Life and Environmental Sciences, Hangzhou Normal University, Hangzhou 310036, China; Key Laboratory of Hangzhou City for Ecosystem Protection and Restoration, Hangzhou Normal University, Hangzhou 310036, China.
  • Wang HZ; College of Life and Environmental Sciences, Hangzhou Normal University, Hangzhou 310036, China.
  • Yu ZM; College of Life and Environmental Sciences, Hangzhou Normal University, Hangzhou 310036, China.
  • Jin RC; College of Life and Environmental Sciences, Hangzhou Normal University, Hangzhou 310036, China; Key Laboratory of Hangzhou City for Ecosystem Protection and Restoration, Hangzhou Normal University, Hangzhou 310036, China. Electronic address: jrczju@yahoo.com.cn.
Bioresour Technol ; 169: 409-415, 2014 Oct.
Article en En | MEDLINE | ID: mdl-25069095
ABSTRACT
The floatation of flocculent and granular sludge was investigated in this study. An anaerobic ammonium oxidation (anammox) upflow anaerobic sludge blanket (UASB) reactor was operated for 665 days. During this time, the maximum nitrogen removal rate was 52.6 kg Nm(-3) d(-1). Floccule floatation occurred between days 100 and 140, which potentially resulted from the sudden increase in gas yield and the poor settling ability of the floccules. Increasing the shear rate from 0.084 to 0.135 s(-1) was effective at eliminating floccule floatation. In addition, granule floatation occurred between days 572 and 665, which likely resulted from the formation of hollows within the granules. Floatation may be effectively prevented by maintaining a shear rate of more than 0.778 s(-1). Furthermore, the mechanisms of granule floatation and the floatation processes were proposed. Overall, controlling the shear force may effectively overcome sludge floatation.
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Texto completo: 1 Base de datos: MEDLINE Asunto principal: Aguas del Alcantarillado / Reactores Biológicos / Compuestos de Amonio Idioma: En Revista: Bioresour Technol Asunto de la revista: ENGENHARIA BIOMEDICA Año: 2014 Tipo del documento: Article País de afiliación: China

Texto completo: 1 Base de datos: MEDLINE Asunto principal: Aguas del Alcantarillado / Reactores Biológicos / Compuestos de Amonio Idioma: En Revista: Bioresour Technol Asunto de la revista: ENGENHARIA BIOMEDICA Año: 2014 Tipo del documento: Article País de afiliación: China