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Volumn 57, Issue 3, 2008, Pages 319-322
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Optimal sludge retention time for a bench scale MBR treating municipal sewage
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Author keywords
Activity; Biomass yield; Filterability; Membrane bioreactors; Municipal sewage; Sludge retention time
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Indexed keywords
BIOMASS;
BIOREACTORS;
CHEMICAL OXYGEN DEMAND;
FILTRATION;
NITRIFICATION;
REMOVAL;
SEWAGE SLUDGE;
VISCOSITY;
FILTERABILITY;
MEMBRANE BIOREACTOR;
MUNICIPAL SEWAGE;
MUNICIPAL WASTEWATER TREATMENT;
SLUDGE RETENTION TIME;
ACTIVATED SLUDGE PROCESS;
ACTIVATED SLUDGE PROCESS;
BIOMASS;
BIOREACTORS;
CHEMICAL OXYGEN DEMAND;
FILTRATION;
NITRIFICATION;
REMOVAL;
SEWAGE SLUDGE;
VISCOSITY;
ACTIVATED SLUDGE;
BIOMASS;
BIOREACTOR;
CHEMICAL OXYGEN DEMAND;
NITRIFICATION;
SEWAGE TREATMENT;
ACTIVATED SLUDGE;
ARTICLE;
BIOMASS;
CHEMICAL OXYGEN DEMAND;
FILTRATION;
HETEROTROPH;
MEMBRANE REACTOR;
NITRIFICATION;
NONHUMAN;
OXYGEN CONSUMPTION;
PROCESS OPTIMIZATION;
SLUDGE;
SLUDGE RETENTION TIME;
SLUDGE TREATMENT;
VISCOSITY;
WASTE WATER MANAGEMENT;
WATER RETENTION;
BIOMASS;
BIOREACTORS;
CITIES;
LABORATORIES;
MEMBRANES, ARTIFICIAL;
NITROGEN COMPOUNDS;
REFUSE DISPOSAL;
SEWAGE;
TIME FACTORS;
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EID: 41149099517
PISSN: 02731223
EISSN: None
Source Type: Book Series
DOI: 10.2166/wst.2008.118 Document Type: Article |
Times cited : (28)
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References (7)
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