The use of central composite design (CCD) to optimize and model the coagulation-flocculation process using a natural coagulant: Application in jar test and semi-industrial scale

被引:17
|
作者
Benalia, Abderrezzaq [1 ,2 ]
Baatache, Ouiem [2 ]
Derbal, Kerroum [2 ]
Khalfaoui, Amel [3 ]
Amrouci, Zahra [2 ,3 ]
Pizzi, Antonio [4 ]
Panico, Antonio [5 ]
机构
[1] Higher Normal Sch Constantine, Constantine 25000, Algeria
[2] Natl Polytech Sch Constantine, Dept Proc Engn, Lab Proc Engn Sustainable Dev & Hlth Prod GPDDPS, Constantine, Algeria
[3] Univ Constantine 3, Fac Proc Engn, Lab LIPE, Constantine 25000, Algeria
[4] Univ Lorraine, Ecole Natl Super Technol & Ind Bois ENSTIB, Lab Etud & Rech Mat Bois LERMAB, 27 Rue Philippe Seguin, F-88000 Epinal, France
[5] Univ Campania L Vanvitelli, Dept Engn, I-81031 Aversa, Italy
关键词
Natural coagulant; Turbidity; Optimization and modeling; Municipal wastewater; Semi-industrial scale; WASTE-WATER TREATMENT; OPUNTIA-FICUS-INDICA; ALUMINUM; ADSORPTION; PROTEIN;
D O I
10.1016/j.jwpe.2023.104704
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Currently, the field of water treatment represents a very important area for researchers due to developing reliable processes for the recycling and reuse of water. Plant-based coagulants used in treatment processes are costeffective and environmentally friendly. In this study, the use of bio-coagulants based on Aloe vera was proposed for the treatment of the wastewater. The response surface method based on the central composite design was applied to optimize the considered parameters in the coagulation flocculation process. All experiments were conducted in laboratory and semi-industrial scale using a raw water with an initial turbidity and total suspended solids (TSS) of 204NTU and 240 mg/L, respectively. This study was carried out in two parts: (1) optimization and modeling of the coagulation flocculation process. Two parameters were considered, which are the pH and the coagulant dosage. The results obtained show that the R2 were 97.93 % and 98.95 %, with removal percentage efficiency of 99.13 % and 94.0 % for turbidity and TSS, respectively. (2) The jar test optimization results were applied on a pilot of coagulation flocculation and sedimentation, with a flow rate of 150 L/h. The obtained result showed that the removal percentage efficiency were respectively 98.45 % and 92.29 % for turbidity and TSS.
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页数:17
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