Advanced treatment of poultry slaughterhouse wastewater using electrocoagulation and peroxidation: parametric analysis and process optimization

被引:6
|
作者
Toh, Y. P. [1 ]
Bashir, M. J. K. [1 ]
Guo, X. [1 ]
Wong, L. P. [1 ]
Ozturk, D. [2 ]
Amr, S. S. A. [3 ]
Lim, J. W. [4 ]
机构
[1] Univ Tunku Abdul Rahman, Fac Engn & Green Technol FEGT, Dept Environm Engn, Kampar 31900, Perak, Malaysia
[2] Van Yuzuncu Yil Univ, Fac Engn, Dept Environm Engn, Van, Turkiye
[3] Int Coll Engn & Management, POB 2511,CPO Seeb PC 111, Muscat 111, Oman
[4] Univ Teknol PETRONAS, Inst Selfsustainable Bldg, HICoE Ctr Biofuel, Dept Fundamental & Appl Sci, Seri Iskandar 32610, Perak, Malaysia
关键词
Slaughterhouse wastewater; Electrocoagulation; Organic pollutants; Post-treatment; Optimization; OIL MILL EFFLUENT; SYSTEM; WASTEWATERS; OXIDATION; BEHAVIOR; REMOVAL; POME;
D O I
10.1007/s13762-023-04824-w
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this research, electrocoagulation-intensified peroxidation using an aluminum electrode was studied as a post-treatment method for poultry slaughterhouse wastewater (SWW) with 4 operational variables (pH, current density, contact time, and H2O2 dosage). Optimization was carried out using response surface methodology. Analysis of variance was used to analyze the experimental data, and a second-order model was created to test the effects of process parameters on treatment performance. The optimum conditions were chosen as follows: pH 5.83, 0.18 g/L H2O2 dosage, 58.60 min contact time, and current density of 4.21 mA/cm(2). The compatibility of the predicted optimum conditions has been verified by experimental data. As a result of the experiments performed under optimum conditions, COD, TSS, and color removals were found to be 97.89%, 99.31%, and 98.56%, respectively. The difference between experimental and predicted values was found to be less than 0.86%. The final treated effluent met the discharge standards determined by the World Bank, EU, US, and Malaysian Department of Environment. Under optimum conditions, the cost of treating 1 cubic meter of SWW was calculated as 3.02 MYR ($ 0.68).
引用
收藏
页码:12041 / 12052
页数:16
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