Effectiveness of Opuntia ficus indica (cactus) fruit juice for sludge conditioning

被引:9
作者
Hocine, Houria [1 ]
Debab, Abdelkader [1 ]
Benettayeb, Asmaa [2 ]
Al-Farraj, Saleh [3 ]
Alkahtane, Abdullah Ali [3 ]
Olivier, Jeremy [4 ]
Sillanpaa, Mika [5 ]
机构
[1] Univ Sci & Technol Mohamed Boudiaf, USTO MB, Dept Genie Chim, Environm Proc Engn Lab LIPE, BP 1505 EL MNAOUAR, Oran, Algeria
[2] Univ Sci & Technol Mohamed Boudiaf, USTO MB, Dept Genie Chim, Lab Genie Chim & Catalyse Heterogene, BP 1505 EL MNAOUAR, Oran 31000, Algeria
[3] King Saud Univ, Coll Sci, Dept Zool, Riyadh, Saudi Arabia
[4] ENSGTI, Lab Therm Energet & Procedes, Rue Jules Ferry,BP 7511, F-64075 Pau, France
[5] Aarhus Univ, Dept Biol & Chem Engn, Norrebrogade 44, DK-8000 Aarhus C, Denmark
关键词
Opuntia ficus indica; Lescar sewage sludge; Characterization; Bioflocculant; Sludge conditioning; ACTIVATED-SLUDGE; COAGULATION; MUCILAGE; REMOVAL; BIOREMEDIATION; DEWATERABILITY; BIOFLOCCULANT; SEEDS;
D O I
10.1007/s10661-023-11766-w
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The possibility of using Opuntia ficus indica fruit juice (OFIFJ) as a bioflocculant for conditioning the synthetic kaolin sludge and sewage sludge (region Oran, Algeria, and Pau, France) was studied. Turbidity of the supernatant, dryness of the sludge cake, and total time of filtration (TTF) were examined parameters. Using vacuum filtration, lime was also tested as a chemical conditioner and gives good results on Lescar (France) sewage sludge in terms of cake's dryness, filtrate quality, turbidity (13.54%), and total time of filtration (TTF = 85.29%), comparing to the industrial polymer (Sedifloc 408C; turbidity; 8.33% and TTF: 2.94%). For the sewage sludge of Oran (Algeria), the results obtained with OFIFJ were compared to those obtained with the cladodes juice of the same plant OFIC, and also with a cationic polymer (Superfloc 8396). For an optimum dosage, it showed that OFIFJ has a flocculation activity as same as the cladodes juice OFIC for sludge conditioning and gives better results in terms of turbidity (dosage of 22.4 g/kg DM: 3.7 NTU for OFIC, dosage of 8.36: 3.63 NTU for OFIFJ. Dryness was enhanced from 14.91 to 22.93% (OFIC 16 g/kg DM) and to 24.48% (OFIF 20.9 g/kg DM) but for TTF, we found the opposite. In fact, this plant showed to be an available, biodegradable, and non-toxic flocculant. For kaolin synthetic sludge (30%), the optimum dosages of those conditioners were found to be 0.066 g kg-1 for OFIC, comparing between vacuum filtration and filtration compression; turbidity was enhanced for both techniques, contrary to dryness. Concerning the Oran city sewage sludge, both turbidity and dryness were optimized. Same thing for the France sewage sludge, all the studied parameters were enhanced with the two studied bioflocculants.
引用
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页数:18
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