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contributor authorPedro Madeira Afonso
contributor authorMaria da Conceição Cunha
date accessioned2017-05-08T21:55:23Z
date available2017-05-08T21:55:23Z
date copyrightJanuary 2007
date issued2007
identifier other%28asce%290733-9372%282007%29133%3A1%2844%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66564
description abstractThis paper proposes an algorithm for a robust optimal design of the biological reactor and secondary settling facilities in suspended growth nitrogen and phosphorus removal systems. Robust optimization includes uncertainty in the decision-making procedure and seeks a solution that remains “close” to optimal for all potential operation scenarios. It thus differs fundamentally from the deterministic and stochastic approaches, where uncertainty is ignored or a solution based on either the most likely scenario or the average performance over all potential scenarios is produced. The robust optimization of a suspended growth system is a multiobjective optimization problem concerned with minimization of the global costs and variability of the system’s performance around the optimal. The proposed robust optimization approach uses the ASM3 model, making use of its performance prediction capabilities to produce a powerful tool for designing activated sludge systems. The algorithm was applied to the design of the biological reactor and secondary settling facilities for the Vila Real municipal wastewater treatment plant (Portugal).
publisherAmerican Society of Civil Engineers
titleRobust Optimal Design of Activated Sludge Bioreactors
typeJournal Paper
journal volume133
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2007)133:1(44)
treeJournal of Environmental Engineering:;2007:;Volume ( 133 ):;issue: 001
contenttypeFulltext


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