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Removal of Turbidity from Domestic Wastewater Using Electrocoagulation: Optimization with Response Surface Methodology

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dc.contributor.author Million, Ebba Bote
dc.contributor.author Desta, Wendesen Mekonin
dc.date.accessioned 2022-01-26T08:11:53Z
dc.date.available 2022-01-26T08:11:53Z
dc.date.issued 2021-11-28
dc.identifier.uri https://repository.ju.edu.et//handle/123456789/6086
dc.description.abstract urbidity is one part of the physical characteristics of wastewater that is highly observed in domestic wastewater. The elec trocoagulation process is an efective method by applying only electric current with sacrifcial electrodes for the removal of turbidity from domestic wastewater under the consideration of diferent operating parameters. In this study, current (0.03–0.09 A), pH (3–9), and reaction time (15–45 min) were considered as operating parameters using Al–Fe and Fe–Al electrode combinations. The highest removal efciency was achieved 91.23% and 96% at current − 0.09 A, pH—9, and reaction time—45 min using Al–Fe and Fe–Al electrode combinations respectively. The mathematical and statistical data were analyzed and also maximum optimization of the experimental investigation using response surface methodology was 91.053% for Al–Fe and 96.68% for Fe–Al electrode combination. The interaction of diferent operating parameters indicated that, the model was valid. In addition to this, the model was validated based on the percentage absolute error of deviation (AED)<10% and the regression coefcient (R2 )> 0.7. Estimation of the operating cost of electrocoagulation was done for both electrode combinations depending on selected operating parameters that were based on energy consumption, electrode consumption, and cost of chemicals used up during the investigation en_US
dc.language.iso en_US en_US
dc.publisher Chemistry Africa en_US
dc.subject Domestic wastewater en_US
dc.subject Electrocoagulation en_US
dc.subject Electrode en_US
dc.subject RSM en_US
dc.subject Turbidity en_US
dc.title Removal of Turbidity from Domestic Wastewater Using Electrocoagulation: Optimization with Response Surface Methodology en_US
dc.type Article en_US


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