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contributor authorChwen-Jeng Tzeng
contributor authorReza Iranpour
contributor authorMichael K. Stenstrom
date accessioned2017-05-08T21:39:52Z
date available2017-05-08T21:39:52Z
date copyrightMay 2003
date issued2003
identifier other%28asce%290733-9372%282003%29129%3A5%28402%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58764
description abstractA dynamic mathematical model for the high purity oxygen activated sludge process, which incorporates structured biomass, gas–liquid interactions and control systems, was developed. The model was calibrated using pilot plant data associated with the development of the West Point Treatment Plant near Seattle, Wash. The calibrated model was used to simulate oxygen transfer rates for various operating conditions. Simulations showed that an optimal control system can reduce aerator power by 33% as compared to a conventional design, and reduce average oxygen feed gas by as much as 18%. Vent gas purity control dramatically reduced the peak aerator horsepower required to maintain set point dissolved oxygen concentration during high loadings. Step feed operation reduced the stag-to-stage variation in aerator horsepower and also reduced the required peak power. Predicted power savings for a
publisherAmerican Society of Civil Engineers
titleModeling and Control of Oxygen Transfer in High Purity Oxygen Activated Sludge Process
typeJournal Paper
journal volume129
journal issue5
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2003)129:5(402)
treeJournal of Environmental Engineering:;2003:;Volume ( 129 ):;issue: 005
contenttypeFulltext


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