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Process Limits of Municipal Wastewater Treatment with the Submerged Membrane Bioreactor
Authors:R. Shane Trussell  Samer Adham  R. Rhodes Trussell
Affiliation:1Principal, Trussell Technologies, Inc., 232 N. Lake Ave., Suite 300, Pasadena, CA 91101; formerly, Doctoral Candidate, Univ. of California, Berkeley, 377A 60th St., Oakland, CA 94618.
2Vice President, MWH, 300 North Lake Ave., Pasadena, CA 91101.
3President, Trussell Technologies, Inc., 232 N. Lake Ave., Suite 300, Pasadena, CA 91101.
Abstract:The submerged membrane bioreactor (SMBR) is a promising technology for wastewater treatment and water reclamation. This paper presents results from two pilot scale SMBR systems operating in parallel on municipal wastewater in San Diego, Calif. The SMBRs were operated to address the limitations and advantages of the SMBR process compared to conventional activated sludge processes. Minimal membrane fouling was observed throughout the year of testing with the exception of the process limitations. Both pilot units provided consistently high quality effluents throughout the study, even when operating at hydraulic retention times as low as 1.5 h. Two sets of experiments were conducted to identify different fouling conditions. The first experiments were conducted to explore operation at high suspended solids concentrations. The SMBR process experienced adverse performance at mixed liquor suspended solids concentrations greater than approximately 20?g/L. The second experiments explored operation at low mean cell residence time (MCRT). At an MCRT of <2 days, membrane fouling was rapid. Chemical cleaning with sodium hypochlorite solution provided full recovery of the membrane permeability.
Keywords:Membrane processes  Activated sludge  Suspended solids  Fouling  Wastewater treatment  Organic loads  Chemical oxygen demand  
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