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Fluoride removal using alumina nanoparticles

Fluoride removal using alumina nanoparticles / Ecrolien Liberty Lopog
Kewujudan fluorida dalam kuantiti yang melebihi had dibenarkan adalah perkara yang perlu diambil perhatian serius. Kandungan fluorida yang tinggi akan mengganggu kesihatan dan menyebabkan penyakit fluorosis. Beberapa bahan penjerap yang digunakan untuk menyingkirkan fluorida dari air telah dikaji. Alumina nanoparticles digunakan dalam kajian ini untuk menyingkirkan fluorida. Ujikaji secara kelompok dijalankan untuk mengkaji keberkesanan alumina nanoparticles dalam penyingkiran fluorida dari air. Kajian terhadap pengaruh pH, masa tindakbalas, kepekatan awal fluorida dan dos bahan penjerap ke atas penyingkiran fluorida dilakukan. Pergantungan penjerapan fluorida terhadap nilai pH larutan dikaji untuk mendapatkan nilai pH yang optimum. Kadar penjerapan yang maksimum diperolehi apabila nilai pH adalah 2.5. Analisa ke atas masa tindakbalas menunjukkan peratusan penyingkiran fluorida pada mulanya meningkat dan beransur-ansur menjadi malar dengan peningkatan masa. Ini menunjukkan bahawa proses penjerapan telah mencapai keseimbangan. 120 minit adalah masa tindakbalas yang sesuai. Dalam kajian kinetik, model Tertib Kamiran Kedua adalah lebih sesuai digunakan untuk menyatakan kinetik penjerapan fluorida. Kajian terhadap dos bahan penjerap menunjukkan kecekapan penyingkiran fluorida meningkat dengan penambahan dos bahan penjerap. Kecekapan alumina nanoparticles pada dos 2, 4, 6, 8, dan 10g/l adalah 15, 24.80, 33.87, 41.33, dan 48.53% masing-masing. Isoterma penjerapan dimodelkan dengan menggunakan persamaan Langmuir dan Freundlich dan nilai pemalar untuk kedua-dua isoterma dikira. Kedua-dua model tersebut sesuai digunakan untuk menghuraikan penjerapan fluorida ke atas alumina nanoparticles. Kapasiti alumina nanoparticles adalah 4.4033 mg/g. _______________________________________________________________________________________________________ The presence of fluoride in drinking water, in quantities in excess of permissible limits is a serious matter of concern from a public health point of view. High concentration of fluoride can lead to fluorosis. Various adsorbents for removing fluoride from drinking water have been studied in the past. In this research, alumina nanoparticles was proposed for the removal of fluoride from drinking water. Batch experiments were conducted to determine the efficacy of alumina nanoparticles in fluoride removal from water. The fluoride removal performance was investigated as a function of pH, contact time, initial fluoride concentration and adsorbent dosage. The dependence of the adsorption of fluoride on the pH of the solution has been studied to achieve the optimum pH value. It was found that the maximum adsorption takes place at pH 2.5. Contact time analysis revealed that the percent fluoride removal increases initially as contact time increases, but then it gradually approaches a more or less constant value, indicating that the equilibrium has been attained. The experiments showed that 120 minutes was the suitable contact time. In kinetic study, the Second Order Integral model was found to express the sorption kinetics of fluoride better. Study on the influence of adsorbent dosage showed that the efficiency of the fluoride removal increases with the increase of adsorbent dosage. The removal efficiency for 2, 4, 6, 8, and 10 g/l of alumina nanoparticles is 15, 24.80, 33.87, 41.33, and 48.53 % respectively. Adsorption isotherms have been modeled by Langmuir and Freundlich equations and isotherm constants for both isotherms were calculated. In isotherms studies, both models were found to be suitable to describe the adsorption of fluoride onto the alumina nanoparticles. The capacity of alumina nanoparticles is 4.4033 mg/g which can be obtained from the Langmuir isotherm.
Contributor(s):
Ecrolien Liberty Lopog - Author
Primary Item Type:
Final Year Project
Identifiers:
Accession Number : 875002420
Language:
English
Subject Keywords:
fluoride; water; health
First presented to the public:
5/1/2006
Original Publication Date:
9/14/2020
Previously Published By:
Universiti Sains Malaysia
Place Of Publication:
School of Civil Engineering
Citation:
Extents:
Number of Pages - 71
License Grantor / Date Granted:
  / ( View License )
Date Deposited
2020-09-14 16:39:53.707
Submitter:
Mohd Jasnizam Mohd Salleh

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