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contributor authorAyanangshu Dey
contributor authorBenjamin S. Magbanua Jr.
date accessioned2017-05-08T21:42:16Z
date available2017-05-08T21:42:16Z
date copyrightOctober 2012
date issued2012
identifier other%28asce%29ee%2E1943-7870%2E0000578.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60011
description abstractSimulation-based design and analysis of biotreatment systems depends to a great extent on the accuracy of the model parameters used. In many cases, site-specific parameter estimates are not available and parameter values recommended in the literature are adopted along with a measure of judgment to account for bioprocess uncertainty. To better quantify process certitude associated with this approach and thus provide guidance to process designers lacking site-specific parameter values, stochastic simulations were conducted and the empirical frequency distributions derived from the simulation results were interpreted in terms of process certitude. In general, the simulation results confirmed field experience and current practice in biotreatment from a probabilistic standpoint and provided context in terms of process certitude. The certitude of achieving specific treatment levels increased with sludge age, validating the application of a design safety factor on the minimum solids retention time. The increase in process certitude was not substantial, however, beyond a sludge age of about 4 days for the removal of organic material or about 10 days for the removal of ammonia. Process certitude was also declined when the hydraulic behavior of the treatment system approached complete mixing, which could result from such operational strategies as increasing the recycle ratio or the utilization of step feed.
publisherAmerican Society of Civil Engineers
titleEvaluation of Process Uncertainty in Activated Sludge Treatment by Probabilistic Modeling
typeJournal Paper
journal volume138
journal issue10
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000570
treeJournal of Environmental Engineering:;2012:;Volume ( 138 ):;issue: 010
contenttypeFulltext


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