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contributor authorMakram T. Suidan
contributor authorF. Michael Saunders
contributor authorC. Stuckey Godfrey
contributor authorHarry T. Stewart
date accessioned2017-05-08T20:51:42Z
date available2017-05-08T20:51:42Z
date copyrightFebruary 1983
date issued1983
identifier other%28asce%290733-9372%281983%29109%3A1%28120%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29586
description abstractA comprehensive wastewater treatment plant mathematical model is developed. The model includes primary sedimentation followed by a singlestage activated sludge system for both BOD reduction and nitrification. Primary and waste activated sludges are assumed to be mixed, chemicaly‐conditioned prior to vacuum filtration and the cake incinerated. Capital, materials, and operating and maintenance costs are utilized in arriving at a least cost system design. The sensitivity of the optimum design to selected values of various model constants and effluent constraints is evaluated to establish which variables most significantly affected system design.
publisherAmerican Society of Civil Engineers
titleWastewater Treatment: Sensitivity Analysis
typeJournal Paper
journal volume109
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1983)109:1(120)
treeJournal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 001
contenttypeFulltext


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