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MAXIMIZING EFFLUENT QUALITY FROM A MUNICIPAL ACTIVATED SLUDGE
ENERGY MINIMIZATION AT METRO DENVER SEWAGE DISTRICT
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achieved acid activated sludge adsorption aeration aerobic alkalinity ammonia ammonia nitrogen anoxic anoxic zone aqueous biodegradation biofilm biological biomass bioreactor BOD5 calcium calcium carbonate calcium sulfide carbon Chemical Engineers chlorine chlorobenzene clarifier coefficient concentration cost crystals decrease denitrification developed effect effluent energy Environmental Equation evaporator experimental FBBR feed filter fluidized heat heavy metals Heptachlor high sludge age hydroxide increased industrial influent ions kinetics levels lime mass transfer ment methods mg/l mixed liquor nitrate respiration nitrification nitrogen nitrogen removal oil shale operation ozone ozone oxidation percent Phase phenol phthalate Pollution Control Priority Pollutants production ratio reaction reactor recycle reduction samples Sewage shown in Figure sludge management sludge process soluble solution solvent stage studies substrate sulfide precipitation suspended solids Table tank Technology temperature tion toxic treatment plant values volume waste wastewater treatment