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contributor authorSybil Sharvelle
contributor authorMazdak Arabi
contributor authorM. Katherine Banks
contributor authorFred Mannering
date accessioned2017-05-08T21:59:13Z
date available2017-05-08T21:59:13Z
date copyrightOctober 2008
date issued2008
identifier other%28asce%290733-9372%282008%29134%3A10%28826%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68164
description abstractA detailed sensitivity analysis was conducted to identify key parameters for a biotrickling filter simultaneously treating graywater and waste gas containing ammonia and hydrogen sulfide contaminants. Sampling-based approaches were applied to quantitatively assess the sensitivity of both design and intrinsic model parameters. Specifically, the sensitivity of contaminant removal rates under system conditions was investigated. Results suggested that contaminant removal rates can be substantially improved by increasing the fraction of wetted area in a biotrickling filter. Although recirculation flow rate is insensitive when considering liquid contaminant removal, increasing this parameter improves gas removal efficiency and also increases wetted area within the biotrickling filter. Reactor performance can also be improved by increasing gas and liquid residence times. Contaminant diffusivity through the biofilm is an important parameter and should be accurately assessed. This study differentiated key from insignificant biotrickling filter reactor design parameters for the biotrickling filter and provides guidance for similar research applications.
publisherAmerican Society of Civil Engineers
titleModel Sensitivity Analysis for Biotrickling Filter Treatment of Graywater Simulant and Waste Gas. II
typeJournal Paper
journal volume134
journal issue10
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2008)134:10(826)
treeJournal of Environmental Engineering:;2008:;Volume ( 134 ):;issue: 010
contenttypeFulltext


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