Jemal Nure Fito

Dr. Jemal Nure Fito

Department of Environmental Engineering, Addis Ababa Science and Technology University, Addis Ababa 16417, Ethiopia

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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23 July 2020 in International Journal of Environmental Research
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Journal Article
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JFJemal Nure Fito
Jemal Nure Fito
SASelam Abrham
Selam Abrham
KAKenatu Angassa
Kenatu Angassa

22 April 2020 in Environment, Development and Sustainability
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Journal Article
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JFJemal Nure Fito
Jemal Nure Fito
SHStijn W. H. Van Hulle
Stijn W. H. Van Hulle

16 March 2022 in Science of The Total Environment
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Journal Article
Closed access
JFJemal Nure Fito
Jemal Nure Fito
KKKebede Keterew Kefeni
Kebede Keterew Kefeni
TNThabo Nkambule
Thabo Nkambule

1 March 2022 in Journal of Environmental Management
Verified
Journal Article
Closed access
AMAdelegn Moges
Adelegn Moges
TNThabo Nkambule
Thabo Nkambule
JFJemal Nure Fito
Jemal Nure Fito

16 June 2024 in Environmental Research
Verified
Journal Article
Open access
MMMakhosazana Masuku
Makhosazana Masuku
JFJemal Nure Fito
Jemal Nure Fito
HAHarrison I. Atagana
Harrison I. Atagana
NHNtuthuko Hlongwa
Ntuthuko Hlongwa
TNThabo Nkambule
Thabo Nkambule
High concentration of chromium in aquatic environments is the trigger for researchers to remediate it from wastewater environments. However, conventional water treatment methods have not been satisfactory in removing chromium from water and wastewater over the last decade. Similarly, many adsorption studies have been focused on one aspect of the treatment, but this study dealt with all aspects of adsorption packages to come up with a concrete conclusion. Therefore, this study aimed to prepare pinecone biochar (PBC) via pyrolysis and apply it for Cr(VI) removal from wastewater. The PBC was characterized using FTIR, SEM-EDX, BET surface area, pHpzc, Raman analyses, TGA, and XRD techniques. Chromium adsorption was studied under the influence of PBC dose, solution pH, initial Cr(VI) concentration, and contact time. The characteristics of PBC are illustrated by FTIR spectroscopic functional groups, XRD non-crystallite structure, SEM rough surface morphology, and high BET surface area125 m2/g, pore volume, 0.07 cm3/g, and pore size 1.4 nm. On the other hand, the maximum Cr (VI) adsorption of 69% was found at the experimental condition of pH 2, adsorbent dosage 0.25 mg/50 mL, initial Cr concentration 100 mg/L, and contact time of 120 min. Similarly, the experimental data were well-fitted with the Langmuir adsorption isotherm at R2 0.96 and the pseudo-second-order kinetics model at R2 0.99. This implies the adsorption process is mainly attributed to monolayer orientation between the adsorbent and adsorbate. In the thermodynamics study of adsorption, ΔG was found to be negative implying the adsorption process was feasible and spontaneous whereas the positive values of ΔH and ΔS indicated the adsorption process was endothermic and increasing the degree of randomness, respectively. Finally, adsorbent regeneration and reusability were successful up to three cycles. In conclusion, biochar surface modification and reusability improvements are urgently required before being applied at the pilot scale.

9 February 2023 in Applied Water Science
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JFJemal Nure Fito
Jemal Nure Fito
MGMikiyas Abewaa Gnaro
Mikiyas Abewaa Gnaro
TNThabo Nkambule
Thabo Nkambule
The tannery industry inevitably generates toxic and catastrophic wastewater, which results in a huge threat to public health and water resources. Therefore, this work aimed to synthesize parthenium hysterophorus-based biochar–Fe3O4 composite for removal of Cr(VI) from tannery wastewater under 34 full factorial experimental designs of the Box–Behnken, which was analyzed using response surface methodology under four independent factors of pH (3, 6, and 9), initial Cr(VI) concentrations (40, 70, and 100 mg/L), contact times (30, 60, and 90 min), and adsorbent doses (20, 60, and 100 mg/100 mL). This composite adsorbent was described by a high BET surface area of 237.4 m2/g, XRD prominent peaks, SEM morphology corroborate and FTIR multifunctionalities of O–H at 3296 cm−1, the vibration of ketone C–OH at 1240 cm−1, and the vibration of C–O–C at 1147 cm−1 and Fe–O stretching at 542 cm−1. The maximum Cr(IV) removal efficiency of 91.8% was recorded at an initial Cr(VI) concentration of 40 mg/L, pH of 3, adsorbent dose of 100 mg/100 mL, and a contact time of 90 min, whereas the minimum Cr(VI) removal of 17.3% was observed at an initial Cr(VI) concentration of 100 mg/L, 20 mg/100 mL of adsorbent dose, pH of 9, and contact time of 30 min. The concentration of Cr(VI) in real wastewater was determined to be 85.13 mg/L and its remediation was found to be 81.8%. Langmuir’s model was the best fit with experimental data at R2 0.99 and qmax 400 mg/g, showing that the adsorption process was homogenous and monolayer. In conclusion, the adsorption results were encouraging, and biochar–Fe3O4 appears to be a potential candidate for Cr removal from wastewater.