Urban wastewater (Fez, Morocco): characterisation and coagulation-flocculation treatment

被引:2
|
作者
Kachabi, Mohammed [1 ,2 ,3 ]
El Mrabet, Imane [4 ]
Chaouki, Zineb [1 ]
Khalil, Fouad [1 ]
Tanji, Karim [5 ]
Nawdali, Mostafa [6 ]
Chovelon, Jean-Marc [2 ,3 ]
Ferronato, Corinne [2 ,3 ]
Zaitan, Hicham [1 ]
机构
[1] Sidi Mohamed Ben Abdellah Univ, Fac Sci & Technol, Dept Chem, Proc Mat & Environm Lab, Fes, Morocco
[2] Univ Claude Bernard Lyon 1, Univ Lyon, Ircelyon, Villeurbanne, France
[3] Ctr Natl Rech Sci, Villeurbanne, France
[4] Univ Ibnou Zohr, Polydisciplinary Fac Ouarzazate, Team Appl Chem Geomin & Modeling, Ouarzazate, Morocco
[5] Sidi Mohamed Ben Abdellah Univ, Higher Sch Technol, Lab Mat Proc Catalysis & Environm, Fes, Morocco
[6] Sidi Mohamed Ben Abdellah Univ, Polydisciplinary Fac, Proc Mat & Environm Lab, Taza, Morocco
关键词
Box-Behnken design; chemical properties; coagulation-flocculation; environmental engineering; pollution; sewage treatment & disposal; UN SDG 6; Clean water and sanitation; urban wastewater; LANDFILL LEACHATE; FERRIC-CHLORIDE; OPTIMIZATION; PRETREATMENT; IRRIGATION; QUALITY; SLUDGE;
D O I
10.1680/jenes.23.00009
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 work, characterisation of urban wastewater from Fez City, Morocco, consisting mainly of a mixture of industrial and urban discharges, and its treatment using the coagulation-flocculation (C-F) process were conducted. Three coagulants were used: lime (Ca(OH)(2)), ferric chloride (FeCl3) and alum (Al-2(SO4)(3)). Ferric chloride achieved the highest reductions in turbidity, chemical oxygen demand (COD) and colour. Then, the Box-Behnken design was applied to optimise the amounts of the coagulant and flocculant and pH. The maximum response values were 78, 98 and 99% for COD, colour and turbidity, respectively, under the following optimal operating conditions: [FeCl3] = 720 mg/l, [flocculant] = 150 mg/l and pH = 7. The operational cost of C-F implemented in this study was estimated at US$0.52/m(3), proving that it could be a competitive and cost-effective process for the treatment of wastewater. These results will contribute to the existing literature and would be valuable for scaling up the C-F process.
引用
收藏
页码:189 / 203
页数:15
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