Synthesis of composite sorbent for the treatment of aqueous solutions contaminated with methylene blue dye

Author:

Al Juboury Maad F.1,Alshammari Musa H.1,Al-Juhaishi Mohammed R.2,Naji Laith A.3,Faisal Ayad A. H.4,Naushad Mu.5,Lima Eder C.6

Affiliation:

1. College of Engineering, University of Kerbala, Kerbala, Iraq

2. Department of Water Resources Engineering, College of Engineering, University of Baghdad, Baghdad, Iraq

3. Technical Instructors Training Institute, Middle Technical University, Baghdad, Iraq

4. Department of Environmental Engineering, College of Engineering, University of Baghdad, Baghdad, Iraq

5. Department of Chemistry, College of Science, King Saud University, Bld#5, Riyadh, Saudi Arabia

6. Institute of Chemistry, Federal University of Rio Grande do Sul (UFRGS), Porto Alegre, RS, Brazil

Abstract

Abstract To apply the principles of sustainability, this study aims to prepare the composite sorbent from mixing of solid wastes that resulted from activities of treatment plants for wastewater and water supply. The manufacturing process depends on the mixing of sewage sludge with waterworks sludge at different proportions and the best mixture is modified by ferric nitrate solution. The prepared composite sorbent was evaluated as permeable reactive barrier (PRB) in the capturing of methylene blue (MB) dye presented in the simulated groundwater. Results proved that the suitable mixture of composite sorbent consisting of 0.25 g sewage sludge with 0.75 g waterworks sludge coated with aqueous solution of 2 g of Fe(NO3)2 achieved the maximum sorption capacity. In comparison with Freundlich model, Langmuir expression described the sorption measurements in a well manner; so, the chemisorption is governed by the removal of MB with maximum adsorption capacity reached to 268.98 mg/g. Kinetic measurements could be more representative by pseudo-first-order model and this means that the sorption process is supported by physical forces. Finally, the effects of inlet concentrations and bed thickness on the migration of MB front were simulated in an efficient manner by COMSOL Multiphysics 3.5a package with root mean squared errors not in excess of 0.152.

Funder

King Saud University

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

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