Comparative study of efficiency between 2,4 dinitrophenol removal using dry sludge and modified calcium chloride

Background and Objective: 2,4 dinitrophenol is observed in sewage produced from chemical and petrochemical industries. Contamination of drinking water with these pollutants causes toxicity, health problems and change in taste and odor. The present study was developed to evaluate the efficiency of re...

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Main Authors: H Niknejad, M Farzadkia, A Esrafili, M Kermani
Format: Article
Language:fas
Published: Tehran University of Medical Sciences 2020-02-01
Series:سلامت و محیط
Subjects:
Online Access:http://ijhe.tums.ac.ir/article-1-6305-en.html
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author H Niknejad
M Farzadkia
A Esrafili
M Kermani
author_facet H Niknejad
M Farzadkia
A Esrafili
M Kermani
author_sort H Niknejad
collection DOAJ
description Background and Objective: 2,4 dinitrophenol is observed in sewage produced from chemical and petrochemical industries. Contamination of drinking water with these pollutants causes toxicity, health problems and change in taste and odor. The present study was developed to evaluate the efficiency of removal 2,4-DNP through dried sludge adsorbent and modified calcium chloride sludge adsorbent. Materials and Methods: At first, sludge was dried at temperature of 60 °C. Next, CaCl2 was used to improve adsorption capacity. The removal efficiency of 2,4 dinitrophenol were determined by HPLC at wavelength of 360 nm. The effects of influencing factors including pH, initial pollutant concentration, contact time, and adsorbent dose were examined.                             Results: The optimum pH of adsorption for both adsorbents was found to be 7. The optimum concentration of 2,4-DNP was 10 ppm. The results obtained from the present research showed that the removal of the contaminant using dried and modified sludge sorbent was increased from 72.6% to 86% at a dosage of 1.5 g. The adsorption kinetics were fitted with the pseudo second order kinetics model for both adsorbents. The isotherm data also showed that the adsorption of this pollutant on both adsorbents is fitted with the Freundlich model. Conclusion: Results obtained from the present study indicated that the efficiency of the modified sludge ash is more than the non-modified sludge in 2,4 dinitrophenol removal. This can reduce adsorbent consumption in industrial treatment plants.
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spelling doaj.art-4a3ed881c5794002a682ea0c66ed57df2022-12-21T18:42:49ZfasTehran University of Medical Sciencesسلامت و محیط2008-20292008-37182020-02-01124695708Comparative study of efficiency between 2,4 dinitrophenol removal using dry sludge and modified calcium chlorideH Niknejad0M Farzadkia1A Esrafili2M Kermani3 Department of Environmental Health Engineering, School of Public Health, Iran University of Medical Sciences, Tehran, Iran Department of Environmental Health Engineering, School of Public Health, Iran University of Medical Sciences, Tehran, Iran Department of Environmental Health Engineering, School of Public Health, Iran University of Medical Sciences, Tehran, Iran Department of Environmental Health Engineering, School of Public Health, Iran University of Medical Sciences, Tehran, Iran Background and Objective: 2,4 dinitrophenol is observed in sewage produced from chemical and petrochemical industries. Contamination of drinking water with these pollutants causes toxicity, health problems and change in taste and odor. The present study was developed to evaluate the efficiency of removal 2,4-DNP through dried sludge adsorbent and modified calcium chloride sludge adsorbent. Materials and Methods: At first, sludge was dried at temperature of 60 °C. Next, CaCl2 was used to improve adsorption capacity. The removal efficiency of 2,4 dinitrophenol were determined by HPLC at wavelength of 360 nm. The effects of influencing factors including pH, initial pollutant concentration, contact time, and adsorbent dose were examined.                             Results: The optimum pH of adsorption for both adsorbents was found to be 7. The optimum concentration of 2,4-DNP was 10 ppm. The results obtained from the present research showed that the removal of the contaminant using dried and modified sludge sorbent was increased from 72.6% to 86% at a dosage of 1.5 g. The adsorption kinetics were fitted with the pseudo second order kinetics model for both adsorbents. The isotherm data also showed that the adsorption of this pollutant on both adsorbents is fitted with the Freundlich model. Conclusion: Results obtained from the present study indicated that the efficiency of the modified sludge ash is more than the non-modified sludge in 2,4 dinitrophenol removal. This can reduce adsorbent consumption in industrial treatment plants.http://ijhe.tums.ac.ir/article-1-6305-en.htmlabsorptiondry sludge24 denitrofenoladsorption isotherms
spellingShingle H Niknejad
M Farzadkia
A Esrafili
M Kermani
Comparative study of efficiency between 2,4 dinitrophenol removal using dry sludge and modified calcium chloride
سلامت و محیط
absorption
dry sludge
2
4 denitrofenol
adsorption isotherms
title Comparative study of efficiency between 2,4 dinitrophenol removal using dry sludge and modified calcium chloride
title_full Comparative study of efficiency between 2,4 dinitrophenol removal using dry sludge and modified calcium chloride
title_fullStr Comparative study of efficiency between 2,4 dinitrophenol removal using dry sludge and modified calcium chloride
title_full_unstemmed Comparative study of efficiency between 2,4 dinitrophenol removal using dry sludge and modified calcium chloride
title_short Comparative study of efficiency between 2,4 dinitrophenol removal using dry sludge and modified calcium chloride
title_sort comparative study of efficiency between 2 4 dinitrophenol removal using dry sludge and modified calcium chloride
topic absorption
dry sludge
2
4 denitrofenol
adsorption isotherms
url http://ijhe.tums.ac.ir/article-1-6305-en.html
work_keys_str_mv AT hniknejad comparativestudyofefficiencybetween24dinitrophenolremovalusingdrysludgeandmodifiedcalciumchloride
AT mfarzadkia comparativestudyofefficiencybetween24dinitrophenolremovalusingdrysludgeandmodifiedcalciumchloride
AT aesrafili comparativestudyofefficiencybetween24dinitrophenolremovalusingdrysludgeandmodifiedcalciumchloride
AT mkermani comparativestudyofefficiencybetween24dinitrophenolremovalusingdrysludgeandmodifiedcalciumchloride