Process optimization of an aerobic upflow sludge blanket reactor system


Autoria(s): Sharma, Keshab Raj; Huang, Ju-Chang
Data(s)

01/01/2005

Resumo

Response of an aerobic upflow sludge blanket (AUSB) reactor system to the changes in operating conditions was investigated by varying two principle operating variables: the oxygenation pressure and the flow recirculation rate. The oxygenation pressure was varied between 0 and 25 psig (relative), while flow recirculation rates were between 1,300 and 600% correspondingly. The AUSB reactor system was able to handle a volumetric loading of as high as 3.8 kg total organic carbon (TOC)/m(3) day, with a removal efficiency of 92%. The rate of TOC removal by AUSB was highest at a pressure of 20 psig and it decreased when the pressure was increased to 25 psig and the flow recirculation rate was reduced to 600%. The TOC removal rate also decreased when the operating pressure was reduced to 0 and 15 psig, with corresponding increase in flow recirculation rates to 1,300 and 1,000%, respectively. Maintenance of a high dissolved oxygen level and a high flow recirculation rate was found to improve the substrate removal capacity of the AUSB system. The AUSB system was extremely effective in retaining the produced biomass despite a high upflow velocity and the overall sludge yield was only 0.24-0.32 g VSS/g TOC removed. However, the effluent TOC was relatively high due to the system's operation at a high organic loading.

Identificador

http://espace.library.uq.edu.au/view/UQ:76008

Idioma(s)

eng

Publicador

Asce-Amer Soc Civil Engineers

Palavras-Chave #Engineering, Environmental #Engineering, Civil #Environmental Sciences #Granular Sludge #Shear Force #Biofilm #Velocity #Oxygen #Air #Bed Reactors #C1 #0907 Environmental Engineering
Tipo

Journal Article