Valorization of sewage sludge for methylene blue removal from aqueous solution

被引:9
作者
Sahnoun, A. Y. [1 ,3 ]
Selatnia, A. [1 ]
Alouache, A. [2 ]
Tidjani, A. E. B. [3 ]
Bellil, A. [4 ]
Ayeche, R. [5 ]
机构
[1] Univ Boumerdes, Natl Polytech Sch Algiers, Chem Engn Dept, Res Lab Food Technol, Rue Freres OUDEK, Algiers 16200, Algeria
[2] Ecole Natl Super ENS Kouba, Dept Chem, BP 92 Kouba, Algiers 16308, Algeria
[3] Univ Sci & Technol Oran Mohamed Boudiaf, Lab Management & Water Treatment, Oran, Algeria
[4] Univ Mascara, Lab Proc Engn & Chem Solut, BP 763, Mascara 29000, Algeria
[5] Univ Mohamed El Bachir El Ibrahimi, Lab Characterizat & Valorizat Nat Resources, El Anasser 34030, Bordj Bou Arrir, Algeria
基金
英国科研创新办公室;
关键词
Sewage sludge; Methylene blue; Adsorption parameters; Municipal wastewater treatment plant; ADSORBENT MATERIAL; ACTIVATED CARBON; ADSORPTION; DEGRADATION; EQUILIBRIUM; BIOSORPTION; DYE; KINETICS; MECHANISM; BIOMASS;
D O I
10.1007/s13399-022-03012-z
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
In this research, we look into the use of dried sewage sludge biomass in its crude form generated from a municipal wastewater treatment plant localized in Mascara (West of Algeria) when it comes to the elimination of methylene blue (MB) from artificial wastewater aqueous solutions in batch process. Moreover, the sewage sludge biomass was characterized by different techniques such as Fourier transform infrared (FTIR), X-ray diffraction (XRD), energy dispersive X-ray spectroscopy (EDX), and thermal gravimetric analysis (TGA). In order to optimize the removal of methylene blue (MB) by the present adsorbent, various parameters were explored, including pH effect, initial methylene blue (MB) concentration, adsorbent dose, temperature, and contact time.The results revealed the presence of abundant functional groups (-COOH) responsible for methylene blue (MB) adsorption by electrostatic attraction, optimal pH = 5, and optimal sewage sludge biomass concentration of 2 g/l. The maximum measured adsorption capacity of methylene blue on the sewage sludge biomass was about qe = 325 mg/g at 20 min of contact time. Based on the R-2, X-2, RMSE, Average relative error (ARE) coefficients, the pseudo-second-order kinetic model and Langmuir model describe well the experimental kinetic and equilibrium data. The application of the Weber and Morris model to the kinetic data shows that the overall mass transfer rate was controlled simultaneously by film diffusion and intraparticle or pore diffusion. The value of intra-particle or pore diffusion coefficient was found to be K-p (mg/g min(0.5)) = 0.112. On the basis of energy used in the adsorption process and estimated value from Temkin model, adsorption is considered to be a physical process. The thermodynamic analysis revealed that the adsorption mechanism was spontaneous and endothermic, as reflected by the Delta G degrees and Delta H degrees values obtained. Hence, the proposed sewage sludge biomass can be used as a low-cost adsorbent to remove methylene blue (MB) from a variety of polluted water samples, and it can also be used to remove other cationic dyes.
引用
收藏
页码:8775 / 8791
页数:17
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