Environmental Engineering Research · 2010 · 121 citations · 6 references
EngineeringChemical EngineeringEnvironmental EngineeringWastewater TreatmentWater Quality EngineeringWater TreatmentNutrient RemovalResponse Surface MethodologyWastewater CharacterizationChemical CoagulationCoagulationCoagulation DesignP-valuesPh DependenceTurbidityTurbidity ReductionTurbidity Removal
2 adj value, model lack of fit test, and p value) indicated that the model was adequate for representing the experimental data. The p values showed that the quadratic effects of alum dose and coagulation pH were highly significant. In other words, these two factors had an important impact on the turbidity and TOC of treated water. To gain a better understanding of the two variables for optimal coagulation performance, the model was presented as both 3-D response surface and 2-D contour graphs. As a compromise for the simultaneously removal of maximum amounts of 92.5% turbidity and 39.5% TOC, the optimum conditions were found with 44 mg/L alum at pH 7.6. The predicted response from the model showed close agreement with the experimental data (R 2 values of 90.63% and 91.43% for turbidity removal and TOC removal, respectively), which demonstrates the
6