Optimal policies for activated sludge treatment systems with multi effluent stream generation

Most industrial processes generate liquid waste, which requires treatment prior to disposal. These processes are divided into sectors that generate effluents with time dependent characteristics. Each sector sends the effluent to wastewater treatment plants through pumping-stations. In general, activ...

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Main Authors: Gouveia R., Pinto J.M.
Format: Article
Language:English
Published: Brazilian Society of Chemical Engineering 2000-01-01
Series:Brazilian Journal of Chemical Engineering
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0104-66322000000400062
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spelling doaj-167bf052463f4d4089fe0a9edf4ec7942020-11-24T22:59:45ZengBrazilian Society of Chemical EngineeringBrazilian Journal of Chemical Engineering0104-66321678-43832000-01-01174-7979990Optimal policies for activated sludge treatment systems with multi effluent stream generationGouveia R.Pinto J.M.Most industrial processes generate liquid waste, which requires treatment prior to disposal. These processes are divided into sectors that generate effluents with time dependent characteristics. Each sector sends the effluent to wastewater treatment plants through pumping-stations. In general, activated sludge is the most suitable treatment and consists of equalization, aeration and settling tanks. During the treatment, there is an increase in the mass of microorganisms, which needs to be removed. Sludge removal represents the major operating costs for wastewater treatment plants. The objective of this work is to propose an optimization model to minimize sludge generation using a superstructure in which the streams from pumping-stations can be sent to the equalization tank. In addition, the aeration tank is divided into cells that can be fed in series and parallel. The model relies on mass balances, kinetic equations, and the resulting Nonlinear Programming problem generates the best operational strategy for the system feed streams with a high substrate removal. Reductions of up to 30 % can be achieved with the proposed strategy maintened BOD efficiency removal upper than 98 %.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0104-66322000000400062wastewater treatmentnonlinear optimizationsludge discharge minimization
collection DOAJ
language English
format Article
sources DOAJ
author Gouveia R.
Pinto J.M.
spellingShingle Gouveia R.
Pinto J.M.
Optimal policies for activated sludge treatment systems with multi effluent stream generation
Brazilian Journal of Chemical Engineering
wastewater treatment
nonlinear optimization
sludge discharge minimization
author_facet Gouveia R.
Pinto J.M.
author_sort Gouveia R.
title Optimal policies for activated sludge treatment systems with multi effluent stream generation
title_short Optimal policies for activated sludge treatment systems with multi effluent stream generation
title_full Optimal policies for activated sludge treatment systems with multi effluent stream generation
title_fullStr Optimal policies for activated sludge treatment systems with multi effluent stream generation
title_full_unstemmed Optimal policies for activated sludge treatment systems with multi effluent stream generation
title_sort optimal policies for activated sludge treatment systems with multi effluent stream generation
publisher Brazilian Society of Chemical Engineering
series Brazilian Journal of Chemical Engineering
issn 0104-6632
1678-4383
publishDate 2000-01-01
description Most industrial processes generate liquid waste, which requires treatment prior to disposal. These processes are divided into sectors that generate effluents with time dependent characteristics. Each sector sends the effluent to wastewater treatment plants through pumping-stations. In general, activated sludge is the most suitable treatment and consists of equalization, aeration and settling tanks. During the treatment, there is an increase in the mass of microorganisms, which needs to be removed. Sludge removal represents the major operating costs for wastewater treatment plants. The objective of this work is to propose an optimization model to minimize sludge generation using a superstructure in which the streams from pumping-stations can be sent to the equalization tank. In addition, the aeration tank is divided into cells that can be fed in series and parallel. The model relies on mass balances, kinetic equations, and the resulting Nonlinear Programming problem generates the best operational strategy for the system feed streams with a high substrate removal. Reductions of up to 30 % can be achieved with the proposed strategy maintened BOD efficiency removal upper than 98 %.
topic wastewater treatment
nonlinear optimization
sludge discharge minimization
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0104-66322000000400062
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