Abstract

In this study, a Methyl Green (MG) dye pollutant was separated by Mobil Composition Matter No. 41 (MCM-41) in a fixed-bed continuous column with investigated three parameters, namely a bed height (2–6 cm), initial MG concentration (10–30 mgL-1) and a process flow rate (0.8–1.6 mL min−1). Results indicated that the highest bed capacity of 20.97 mg/g was obtained with respective to optimal values such as; 6 cm for a column height, 0.8 mL min−1 for flow rate, and an initial MG concentration 20 mgL-1. Furthermore, a quantity of the adsorbed pollutant decreased as the flow rate increased, while increasing the initial MG concentration yielded the opposite effect. The column apparatus was performed properly at the low flow rate, whereas both the breakthrough and exhaustion time increased with the bed depth. Thomas and Yoon-Nelson models were applied for predicting the breakthrough curves and calculating the characteristic factors of the laboratory fixed-bed adsorption column, which were beneficial for process design. Based on regression coefficient analyses, results of employing the Yoon-Nelson model was found to be superior to the Thomas one. Breakthrough performance indicated that MCM-41 was suitable for applications in continuous adsorption regimes for MG dye. The mesoporous MCM-41 was recovered effectively by calcinations and employed again for four times in the continuous system successfully.

Highlights

  • Dye wastewater from the textile and dyestuff industries remains the most difficult wastewater to treat due to the intricate aromatic molecular structure of industrial dyes, which makes a challenging to biodegrade [1]

  • This study examines effects of the operational conditions such as a bed height, initial Methyl green (MG) dye concentration and a flow rate on fixed-bed column dynamics

  • The breakthrough curves (BTCs) shape noted for the 2 cm height of the bed was more upright than that for bed heights of 4 and 6 cm due to the shorter mass transfer zone (MTZ) mass transfer region formed in the column

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Summary

Introduction

Dye wastewater from the textile and dyestuff industries remains the most difficult wastewater to treat due to the intricate aromatic molecular structure of industrial dyes, which makes a challenging to biodegrade [1]. Dye pollutant concentrations can be extremely harmful to aquatic ecosystems [2]. The basic dyes (cationic dyes) are regarded as a highly problematic class of dyes with respect to the environment. Dyes commonly found in industrial effluents are mutagenic, allergenic, carcinogenic, toxic, and/or resistant to natural biological degradation [3]. Methyl green (MG) [C27H35BrClN3ZnCl2] is a basic triphenylmethane-type dicationic dye that is widely utilized to change solution color in biology and medicine while serving as a photochromophore for exciting coagulated films [4].

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