Cross-linked chitosan/waste mussel shell (C/WMS) and chitosan/waste mussel shell/waste active sludge char (C/WMS/WASC) composites were prepared from waste mussel shell, waste active sludge (WAS), and chitosan, and cross-linked with glutaraldehyde. The quantities of chitosan, WMS, and WASC used for the C/WMS and C/WMS/WASC composites were 1:1 and 1:0.5:0.5, respectively. The two adsorbents were characterized for their quality by a scanning electron microscope (SEM), an energy-dispersive X-ray spectroscopy (EDX), and a Brunauer, Emmett and Teller (BET) analyzer. The effects of contact time (0–1,620 mins), pH (1–5), adsorbent dosage (0.01–0.1 g/50 ml), initial dye concentration (20–100 mg/L), and temperature (25–45 °C) on Reactive Blue 49 (RB49) adsorption onto C/WMS and C/WMS/WASC composites were investigated. The maximum RB49 adsorption capacity of C/WMS and C/WMS/WASC composites was 54.7 and 38.8 mg/g, respectively. The experimental data were analyzed by kinetic and isotherm models. The Freundlich isotherm was a good fit for the experimental data of RB49 adsorption on C/WMS and C/WMS/WASC composites, and the adsorption kinetics for both adsorbents were the pseudo-second-order rate equation. All results showed the preparative adsorbents can be used as effective adsorbents for the treatment of waste water contaminated with RB49 since they are low cost and eco-friendly for the environment.

  • Waste active sludge from a membrane bioreactor system and waste mussel shell were evaluated.

  • Two new chitosan-based composites were synthesized as eco-friendly adsorbents and used for the removal of Reactive Blue 49.

  • Adsorption of Reactive Blue 49 onto the composites followed the Freundlich isotherm model and pseudo-second-order kinetics.

  • The composites may be used as alternative adsorbents for wastewater treatment.

Graphical Abstract

Graphical Abstract
Graphical Abstract

Synthetic dyes used in various industries like rubber, leather, textile, plastic, paint, paper, cosmetics, etc., for the coloration of products are becoming common water pollutants. These dyes have complex molecular structures and are often highly soluble in water, resistant to aerobic digestion, and quite stable to sunlight and oxidizing agents (Zhao et al. 2018). Reactive Blue 49 (RB49) is known as one of the most widely used reactive dyes, which is hazardous and may affect living organisms’ life, causing different diseases (Amin Radi et al. 2015; Alrobayi et al. 2017). Several techniques used in dye removal include coagulation (Morshedi et al. 2013), flotation (Liu et al. 2010), biological treatment (Khouni et al. 2020; Liu et al. 2020), reverse osmosis (Nataraj et al. 2009), ion exchange (Raghu & Basha 2007), and adsorption (Crini & Badot 2008; Mohammed et al. 2020). Among these methods, adsorption is the most promising, easy, and economical method for its high quality of treated effluents and simple design. Many kinds of adsorbents have been reported, such as magnetic iron oxide nanocomposites (Abdullah et al. 2019), cellulose-based materials (Putro et al. 2019), clay-based minerals (Ngulube et al. 2017), agricultural wastes (Dai et al. 2018), carbon nanomaterials (Gusain et al. 2020), chitosan and its derivatives (Vakili et al. 2014). Chitosan-based composites exhibit excellent adsorption performance for dyes because of the large surface area (Zhou et al. 2019). Chitosan-based composites have also been proven to be bio-compatible and non-toxic.

Sludge is a byproduct of water discharged from numerous industrial wastewater plants (Hadi et al. 2015). Sludge, as a carbon-rich material, is an alternative for the production of activated carbon-based adsorbents. In the past few years, a few studies have focused on the activation and reuse of sludge as a value-added adsorbent for the removal of contaminants from air and water (Rivera-Utrilla et al. 2013; Björklund & Li 2017; Akin Sahbaz et al. 2019).

Mussel shell is a carbonate-rich waste product of the seafood processing industry. Some factories have developed industrial processes in order to transform shells into rich products. In these processes, shells are washed, crushed, and sieved, and sometimes also calcined (Paradelo et al. 2016). In recent years, calcined mussel shells as low cost, easily obtainable, and biodegradable adsorbent materials to treat dyes and heavy metals in wastewater have attracted great interest (Pena-Rodriguez et al. 2010; El Haddad et al. 2014). However, there is no information currently regarding the use of calcined waste mussel shells (WMS) beside waste active sludge (WAS) as a component of chitosan-based composites, or there is limited information on the removal of RB49 from contaminated solutions using chitosan-based composites, in the literature.

The aim of this study was to prepare the chitosan/waste mussel shell (C/WMS) and chitosan/waste mussel shell/waste active sludge char (C/WMS/WASC) composites as adsorbents for the removal of reactive dyes. The fabricated composites were analyzed using a scanning electron microscope (SEM), Brunauer, Emmett and Teller (BET), and energy-dispersive X-ray spectroscopy (EDX) techniques were subjected for adsorption of RB49 molecules by the batch method. The influence of various adsorption parameters such as contact time, adsorbent dosage, solution pH, initial RB49 concentration, and temperature for the removal of RB49 molecules were determined. The adsorption mechanism, isotherm, kinetic, and thermodynamic parameters were also investigated.

Materials

Chitosan (with a deacetylation degree of 75–85%) was purchased from Aldrich. The acetic acid (glacial, %100) was used as a solvent to synthesize the composites purchased from Merck. Glutaraldehyde solution (50%) was used as a crosslinker and supplied by Fluka. WAS was gathered from the membrane bioreactor (MBR) system, containing Trametes Versicolor and used for the decolorization of simulated textile wastewater in the laboratory. WMS was obtained from a seafood processing industry in Bilecik, Turkey. RB49 (purity of 99%) dye used as adsorbate was obtained from a dye factory in Turkey. The pH of the adsorption solutions was adjusted by hydrochloric acid (HCl, Carlo Ebra) and sodium hydroxide (NaOH, Merck) solutions. All chemicals were of analytical grade, without further purification.

Synthesis of the C/WMS and C/WMS/WASC composites

Firstly, WMS was calcinated and WAS were carbonized by chemical activation methods (El Haddad et al. 2014; Dandil et al. 2019a). After these processes, C/WMS and C/WMS/WASC composites were prepared using the following procedure (Dandil et al. 2019b): 1 g of chitosan was dissolved into 75 ml of 5% acetic acid solution under constant stirring in order to get homogeneous mixtures. Certain amounts of WMS and WASC were added in chitosan solutions and the mixtures were stirred with a magnetic stirrer (MR Hei-Standard, Heidolph) overnight, resulting in the formation of the dispersion. The quantities of chitosan, WMS and WASC used for the C/WMS and C/WMS/WASC composites were 1:1 and 1:0.5:0.5, respectively. The C/WMS and C/WMS/WASC mixtures were dripped into alkaline (1 M NaOH) solution with gentle stirring in order to form composite beads. The composite beads were kept in the alkaline mixture for 24 h with continuous stirring. Then, the composite beads were removed from the alkaline solution and washed with distilled water many times to attain a neutral pH. Subsequently, the composites were shaken in glutaraldehyde solution (2.5 w %) for 15 h at 60 °C. After the cross-linking reaction, the composites were washed using distilled water to remove free glutaraldehyde and left to dry at room temperature. Finally, they were placed in a glass bottle and stored in a desiccator until further use in adsorption studies.

Characterization of the C/WMS and C/WMS/WASC composites

The surface morphology of the C/WMS and C/WMS/WASC composites was investigated with an SEM (Leo 1430 VP, Zeiss). To analyze the composition of the composites, elementary characterization was carried out using an EDX (Leo 1430 VP, Zeiss) analyzer. Surface areas of the composites were measured by a BET (ASAP 2020, Micromeritics) instrument using the nitrogen intrusion technique. The microstructures of the composites were characterized using physical adsorption/desorption of nitrogen at 77 K.

Batch adsorption studies

Batch adsorption tests were performed on a certain amount of C/WMS and C/WMS/WASC composites using 50 mL of the RB49 dye solutions of known concentration. The effect of pH on RB49 adsorption was investigated in the pH ranges between 1 and 5. To optimize the adsorbent dosage for the adsorption capacity and removal of RB49 dye from aqueous solution, the adsorbent dosage was varied from 0.01 to 0.1 g/50 mL for C/WMS and C/WMS/WASC composites. Initial concentrations of RB49 dye solutions in the range of 20 mg/L to 100 mg/L were investigated. Finally, the adsorption experiments were carried out at 25, 35, and 45 °C to determine the effect of temperature on the adsorption process and the thermodynamic parameters of the process. In adsorption processes, the dye solutions were agitated in a thermostat shaker (H11960, Termal) at 150 rpm until adsorption reached equilibrium. Afterward, the suspension of the adsorbent was centrifuged in order to obtain the supernatant. The concentration of dye ions remaining in the supernatant solutions was analyzed spectrophotometrically at 586 nm wavelength using a UV–vis spectrophotometer (Cary 60 UV-Vis, Agilent). All experiments were performed in triplicate.

The adsorption capacity (qe) and the dye removal percentage (R %) were calculated according to the following equations:
(1)
(2)
where C0 and Ce (mg/L) are the initial and equilibrium RB49 dye concentrations in the liquid phase, respectively. V (L) is the volume of solution, and m (g) is the amount of adsorbent.

Characterization of C/WMS and C/WMS/WASC composites

The morphology and surface variations of the C/WMS and C/WMS/WASC composites were investigated at different magnifications (125 ×, 500 ×, and 3000 ×) using SEM analysis and micrographs as shown in Figure 1. The microscopic observations showed that both C/WMS and C/WMS/WASC composites have spherical shapes and porous structures.

Figure 1

SEM images of the C/WMS (a, b, c) and C/WMS/WASC composites (d, e, f).

Figure 1

SEM images of the C/WMS (a, b, c) and C/WMS/WASC composites (d, e, f).

Close modal

The EDX analyses of C/WMS and C/WMS/WASC composites were employed to depict the elemental composition of the composites. As can be seen in Figure 2, carbon (C), oxygen (O), calcium (Ca), and chlorine (Cl) elements were detected in all composites, whereas silicon (Si), phosphorus (P), and iron (Fe) elements were only detected in the C/WMS/WASC composites due to the waste active sludge char content of the composites. The waste active sludge contains a trace amount of inorganic compound due to the biological treatment of textile wastewater in the MBR system.

Figure 2

EDX patterns of the C/WMS (a) and C/WMS/WASC composites (b).

Figure 2

EDX patterns of the C/WMS (a) and C/WMS/WASC composites (b).

Close modal

The quantitative analysis of the composites is given in Table 1. The mass fraction of Ca, C and O are 22.30%, 25.61%, 51.67% and 9.38%, 35.96%, 54.46% for the C/WMS and C/WMS/WASC composites, respectively.

Table 1

Quantitative results of EDS analysis

C/WMS composites
C/WMS/WASC composites
ElementsMass %Atomic %Mass %Atomic %
Carbon (C) 25.61 35.96 35.32 44.62 
Oxygen (O) 51.67 54.46 54.25 51.44 
Chlorine (Cl) 0.42 0.20 0.48 0.20 
Calcium (Ca) 22.30 9.38 5.42 2.05 
Silicon (Si) – – 0.70 0.38 
Phosphorus (P) – – 1.20 0.59 
Iron (Fe) – – 2.64 0.72 
C/WMS composites
C/WMS/WASC composites
ElementsMass %Atomic %Mass %Atomic %
Carbon (C) 25.61 35.96 35.32 44.62 
Oxygen (O) 51.67 54.46 54.25 51.44 
Chlorine (Cl) 0.42 0.20 0.48 0.20 
Calcium (Ca) 22.30 9.38 5.42 2.05 
Silicon (Si) – – 0.70 0.38 
Phosphorus (P) – – 1.20 0.59 
Iron (Fe) – – 2.64 0.72 

In the adsorption process, the surface area of the adsorbents is the most important factor. When the surface area is high, there will be more active surface sites for adsorption of the dye molecules. In the BET analysis, the surface areas of the C/WMS and C/WMS/WASC composites were determined as 15.0 m2/g and 7.6 m2/g, respectively. The higher adsorption capacity of C/WMS than that of C/WMS/WASC composites could be linked to the higher BET value resulting in more availability of active adsorption sites (Kanakaraju et al. 2020).

Effect of contact time

Figure 3 presents the RB49 adsorption by C/WMS and C/WMS/WASC composites as a function of contact time at different solution pH. The RB49 dye adsorption capacities of C/WMS and C/WMS/WASC composites increase by time up to the adsorption equilibrium. While the adsorption of dye is quite rapid initially, the rate of adsorption becomes slower with time and reaches a constant value at equilibrium. The equilibrium time is 1,620 min for both C/WMS and C/WMS/WASC composites. The results indicate that the C/WMS and C/WMS/WASC composites have nearly the same adsorption rates for RB49 dye. The rapid uptake at the beginning of the adsorption processes could be better explained by the high affinity of C/WMS and C/WMS/WASC composites towards RB49 dye molecules. Moreover, this adsorption behavior could be due to the adsorption of RB49 dye onto the external surface C/WMS and C/WMS/WASC composites and the availability of a large excess of adsorption binding sites. The following slow adsorption behavior is attributed to the penetration-diffusion of RB49 molecules into the inner surface of C/WMS and C/WMS/WASC composites (Hsini et al. 2020a).

Figure 3

Effect of contact time on the RB49 adsorption onto the C/WMS (a) and C/WMS/WASC (b) composites at different solution pH (adsorbent dosage: 0.1 g/50 ml; 25 °C; 150 rpm; pH 1–5; initial RB49 concentration: 60 mg/L).

Figure 3

Effect of contact time on the RB49 adsorption onto the C/WMS (a) and C/WMS/WASC (b) composites at different solution pH (adsorbent dosage: 0.1 g/50 ml; 25 °C; 150 rpm; pH 1–5; initial RB49 concentration: 60 mg/L).

Close modal

Adsorption kinetics

Two widely used kinetic models, pseudo-first-order and pseudo-second-order kinetic models, were applied to the experimental data in order to investigate the adsorption dynamics of RB49 on the C/WMS and C/WMS/WASC composites, as well as the mechanisms involved in the adsorption system.

The pseudo-first-order model is expressed by the following linearized form (Lagergren 1898):
(3)
The linearized form of the pseudo-second-order model proposed by Ho & McKay (1999) is expressed as follows:
(4)
where qe and qt are the amounts of RB49 adsorbed (mg/g) on the adsorbent at equilibrium and at time t (min), respectively. k1 is the rate constant of the pseudo-first-order model (1/min), and k2 is the pseudo-second-order rate constant (g/(mg min)). The values of qe and k1 can be calculated from the intercept and slope of the linear plot of log(qeqt) versus t (Figure 4), and k2 can be determined experimentally from the slope and intercept of the plot of t/qt versus t (Figure 5).
Figure 4

Pseudo first order kinetic plots for the adsorption of RB49 dye on the C/WMS (a) and C/WMS/WASC (b) composites (adsorbent dosage: 0.1 g/50 ml; 25 °C; 150 rpm; pH 1–5; initial RB49 concentration: 60 mg/L).

Figure 4

Pseudo first order kinetic plots for the adsorption of RB49 dye on the C/WMS (a) and C/WMS/WASC (b) composites (adsorbent dosage: 0.1 g/50 ml; 25 °C; 150 rpm; pH 1–5; initial RB49 concentration: 60 mg/L).

Close modal
Figure 5

Pseudo second order kinetic plots for the adsorption of RB49 dye on the C/WMS (a) and C/WMS/WASC (b) composites (adsorbent dosage: 0.1 g/50 ml; 25 °C; 150 rpm; pH 1–5; initial RB49 concentration: 60 mg/L).

Figure 5

Pseudo second order kinetic plots for the adsorption of RB49 dye on the C/WMS (a) and C/WMS/WASC (b) composites (adsorbent dosage: 0.1 g/50 ml; 25 °C; 150 rpm; pH 1–5; initial RB49 concentration: 60 mg/L).

Close modal

The results of the kinetic parameters for RB49 adsorption of C/WMS and C/WMS/WASC composites as calculated from the linear plots of the two kinetic models are presented in Table 2. The pseudo-second-order kinetic model fitted the experimental data of both C/WMS and C/WMS/WASC composites better than the pseudo-first-order model, resulting in high correlation coefficients. Additionally, the theoretical qe (qe,cal) values of C/WMS and C/WMS/WASC composites were both very close to experimental qe (qe,exp) values, indicating that the adsorption process followed the pseudo-second-order kinetic model and the RB49 dye adsorption of C/WMS and C/WMS/WASC composites was dominated by a chemical process.

Table 2

Kinetic parameters of the adsorption of RB49 onto the C/WMS and C/WMS/WASC composites in aqueous solution

pHqe,exp (mg/g)Lagergren first order kinetic model
Pseudo-second order kinetic model
Adsorbentqe,cal (mg/g)k1 (min−1)R2qe,cal (mg/g)k2× 103 (g·mg−1 ·min−1)R2
C/WMS 14.41 14.13 0.0023 0.9820 18.31 0.1155 0.9947 
5.18 3.29 0.0016 0.9099 5.29 1.7947 0.9972 
4.30 2.91 0.0018 0.8558 4.66 1.2465 0.9905 
3.63 2.94 0.0020 0.9719 3.98 1.2369 0.9900 
C/WMS/WASC 13.73 12.08 0.0023 0.9394 14.88 0.3527 0.9744 
6.54 4.53 0.0016 0.9748 6.66 1.3775 0.9899 
4.75 3.07 0.0014 0.9433 4.70 2.3696 0.9915 
2.92 1.60 0.0011 0.8725 2.74 6.0771 0.9907 
pHqe,exp (mg/g)Lagergren first order kinetic model
Pseudo-second order kinetic model
Adsorbentqe,cal (mg/g)k1 (min−1)R2qe,cal (mg/g)k2× 103 (g·mg−1 ·min−1)R2
C/WMS 14.41 14.13 0.0023 0.9820 18.31 0.1155 0.9947 
5.18 3.29 0.0016 0.9099 5.29 1.7947 0.9972 
4.30 2.91 0.0018 0.8558 4.66 1.2465 0.9905 
3.63 2.94 0.0020 0.9719 3.98 1.2369 0.9900 
C/WMS/WASC 13.73 12.08 0.0023 0.9394 14.88 0.3527 0.9744 
6.54 4.53 0.0016 0.9748 6.66 1.3775 0.9899 
4.75 3.07 0.0014 0.9433 4.70 2.3696 0.9915 
2.92 1.60 0.0011 0.8725 2.74 6.0771 0.9907 

Effect of adsorbent dosage

To optimize the adsorbent dosage for the adsorption capacities of C/WMS and C/WMS/WASC composites and the percentages of RB49 removal from aqueous solution, the effect of the adsorbent dosage was investigated and shown in Figure 6.

Figure 6

Effect of adsorbent dosage on the RB49 removal % and adsorption capacities for (a) the C/WMS and (b) C/WMS/WASC composites (adsorbent dosage: 0.01–0.1 g/50 ml; 25 °C; 150 rpm; pH 1; initial RB49 concentration: 60 mg/L).

Figure 6

Effect of adsorbent dosage on the RB49 removal % and adsorption capacities for (a) the C/WMS and (b) C/WMS/WASC composites (adsorbent dosage: 0.01–0.1 g/50 ml; 25 °C; 150 rpm; pH 1; initial RB49 concentration: 60 mg/L).

Close modal

The percentage of dye adsorption increased from 18.2 to 48.0% and from 12.9 to 45.8%, by increasing the adsorbent mass from 0.01/50 mL to 0.1 g/50 mL for C/WMS and C/WMS/WASC composites, respectively. This increase may be due to the number of adsorption sites increased with the number of adsorbents. The adsorption capacities decreased from 54.7 mg/g to 14.4 mg/g and from 38.8 mg/g to 13.7 mg/g by increasing the adsorbent mass from 0.01/50 mL to 0.1 g/50 mL for C/WMS and C/WMS/WASC composites, respectively.

The adsorption capacity of C/WMS and C/WMS/WASC composites for reactive blue dye ions are substantially high compared to other adsorbents, as seen in Table 3.

Table 3

Comparison of the adsorption capacities of various adsorbents for Reactive Blue dye ions

AdsorbentDyeqmax (mg/g)References
Citrus sinensis biosorbent RB49 27.41 Asgher & Bhatti (2012)  
Acetic acid treated Citrus waste biomass RB49 33.53 Asgher & Bhatti (2012)  
Reactive Blue 19 23.31 
Capsicum annuum seeds (acetone treated) RB49 96.35 Akar et al. (2011)  
Natural wheat straw Reactive Blue 1.63 Mousa & Taha (2015)  
Modified wheat straw Reactive Blue 11.79 Mousa & Taha (2015)  
Modified silk cotton hull waste Reactive Blue MR 13.54 Thangamani et al. (2007)  
Chitosan-activated sludge composites RB49 16.91 Akin Sahbaz et al. (2019)  
C/WMS/WASC composites RB49 38.8 Present study 
C/WMS composites RB49 54.7 Present study 
AdsorbentDyeqmax (mg/g)References
Citrus sinensis biosorbent RB49 27.41 Asgher & Bhatti (2012)  
Acetic acid treated Citrus waste biomass RB49 33.53 Asgher & Bhatti (2012)  
Reactive Blue 19 23.31 
Capsicum annuum seeds (acetone treated) RB49 96.35 Akar et al. (2011)  
Natural wheat straw Reactive Blue 1.63 Mousa & Taha (2015)  
Modified wheat straw Reactive Blue 11.79 Mousa & Taha (2015)  
Modified silk cotton hull waste Reactive Blue MR 13.54 Thangamani et al. (2007)  
Chitosan-activated sludge composites RB49 16.91 Akin Sahbaz et al. (2019)  
C/WMS/WASC composites RB49 38.8 Present study 
C/WMS composites RB49 54.7 Present study 

Equilibrium isotherms

The two most common isotherm models, Langmuir and Freundlich, were applied to the experimental data. Freundlich and Langmuir equations are written as (Freundlich 1906; Langmuir 1918; Freundlich & Heller 1939):
(5)
(6)
where qe (mg/g) and Ce (mg/L) are the equilibrium adsorption capacity and the equilibrium dye concentration in solution. KF is the Freundlich constant, and n is the heterogeneity factor indicating the intensity of adsorption. qmax (mg/g) is the theoretical maximum adsorption capacity of absorbents, and KL (L/mg) is the Langmuir adsorption constant. Figure 7 shows the plots of the Freundlich and Langmuir adsorption isotherm models.
Figure 7

Linear forms of the adsorption isotherms: (a) Freundlich model and (b) Langmuir model (adsorbent dosage: 0.05 g/50 ml; 25 °C; 150 rpm; pH 1; initial RB49 concentration: 20–100 mg/L).

Figure 7

Linear forms of the adsorption isotherms: (a) Freundlich model and (b) Langmuir model (adsorbent dosage: 0.05 g/50 ml; 25 °C; 150 rpm; pH 1; initial RB49 concentration: 20–100 mg/L).

Close modal

Table 4 shows the Freundlich and Langmuir isotherm constants. The comparison of the correlation coefficient (R2) values shows that the Freundlich isotherm model yields a better fit to the experimental data of the adsorption behavior of C/WMS and C/WMS/WASC composites than the Langmuir isotherm model. The Freundlich model is based on the assumption that adsorption occurs on multilayer and heterogeneous surfaces of the adsorbent due to the diversity of adsorption sites (Crini & Badot 2008). Moreover, as shown in Table 4, the values of n are greater than 1, confirming that the adsorption processes are favorable. The lower values of both KF and n for C/WMS composites compared with C/WMS/WASC composites reflect the lower affinity of RB49 for adsorption surfaces (Hua et al. 2018).

Table 4

Parameters for Freundlich and Langmuir isotherm models for the adsorption of RB49 onto the C/WMS and C/WMS/WASC composites

IsothermsParametersAdsorbent
C/WMSC/WMS/WASC
Freundlich KF [mg/g (L/g)1/n] 4.7176 4.8148 
 n 2.6867 2.8802 
 R2 0.9919 0.9856 
Langmuir qm (mg/g) 29.50 26.45 
 KL (L/mg) 0.0492 0.0547 
 R2 0.9714 0.9698 
IsothermsParametersAdsorbent
C/WMSC/WMS/WASC
Freundlich KF [mg/g (L/g)1/n] 4.7176 4.8148 
 n 2.6867 2.8802 
 R2 0.9919 0.9856 
Langmuir qm (mg/g) 29.50 26.45 
 KL (L/mg) 0.0492 0.0547 
 R2 0.9714 0.9698 

Adsorption thermodynamics

The thermodynamic parameters including the Gibbs free energy (ΔGo), enthalpy change (ΔHo), and entropy change (ΔSo) for the adsorption of the RB49 dye on the C/WMS and C/WMS/WASC composites were determined using the Van't Hoff equation:
(7)
where R (8.314 J K−1 mol−1) and T (K) are the universal gas constant and the absolute temperature, respectively. By using the plot of the Van't Hoff equation as ln (qe/Ce) against 1/T (Figure 8), ΔS° and ΔH° can be estimated by the slope and intercept, respectively.
Figure 8

Plot of ln KL versus 1/T for the estimation of thermodynamic parameters.

Figure 8

Plot of ln KL versus 1/T for the estimation of thermodynamic parameters.

Close modal

Table 5 indicates the determined values of thermodynamic parameters for RB49 dye adsorption. A decrease in randomness is indicated by negative values of entropy change whereas the exothermic nature of the process is indicated by the negative values of enthalpy. Positive ΔG° values indicate that the adsorption process is non-spontaneous in the temperature range of 298–318 K (Asgher & Bhatti 2012). Furthermore, the increasing pattern of ΔG° magnitudes upon rising the temperature further suggests that the RB49 molecules adsorption becomes more feasible at lower temperatures (Hsini et al. 2020b).

Table 5

Thermodynamic parameters for the adsorption of RB49 onto the C/WMS and C/WMS/WASC composites

AdsorbentTemperature (K)ΔG° (kJ mol−1)ΔH° (kJ mol−1)ΔS° (kJ mol−1 K−1)
C/WMS 298 2.198 − 78.54 − 0.2709 
308 4.907 
318 7.616 
C/WMS/WASC 298 2.313 − 41.72 − 0.1478 
308 3.790 
318 5.268 
AdsorbentTemperature (K)ΔG° (kJ mol−1)ΔH° (kJ mol−1)ΔS° (kJ mol−1 K−1)
C/WMS 298 2.198 − 78.54 − 0.2709 
308 4.907 
318 7.616 
C/WMS/WASC 298 2.313 − 41.72 − 0.1478 
308 3.790 
318 5.268 

The present study demonstrates that the chitosan-based composites containing WMS and WASC can be used as an effective alternative and low-cost adsorbent for the treatment of water/wastewater contaminated with RB49 dye. It has been observed that the two adsorbents have high resistance to acidic conditions and are very effective in removing the organic pollutants in an acidic environment.

Approximately 48.0% and 45.8% RB49 dyes were removed from the aqueous solution using the C/WMS and C/WMS/WASC composites in 1,620 minutes, respectively.

The maximum RB49 adsorption capacity of C/WMS and C/WMS/WASC composites were 54.7 and 38.8 mg/g, respectively. The pseudo-second order kinetic model and the Freundlich isotherm model were successfully fitted to describe the adsorption mechanism for both composites.

Thermodynamic parameters for the adsorption of RB49 onto the C/WMS and C/WMS/WASC composites like ΔG°(298 K), ΔH°, and ΔS° changes have been calculated as (2.198 kJ·mol−1) and (2.313 kJ·mol−1); (−78.54 kJ·mol−1) and (−41.72 kJ·mol−1); (−0.2709 kJ·mol−1·K−1) and (−0.1478 kJ·mol−1·K−1), respectively.

All in all, the C/WMS and C/WMS/WASC composites are quite promising adsorbents and may be used as alternative approaches for RB49 dye removal from contaminated water.

All relevant data are included in the paper or its Supplementary Information.

Abdullah
N. H.
Shameli
K.
Abdullah
E. C.
Abdullah
L. C.
2019
Solid matrices for fabrication of magnetic iron oxide nanocomposites: synthesis, properties, and application for the adsorption of heavy metal ions and dyes
.
Composites Part B: Engineering
162
,
538
568
.
doi: 10.1016/j.compositesb.2018.12.075
.
Akar
S. T.
Gorgulu
A.
Akar
T.
Celik
S.
2011
Decolorization of Reactive Blue 49 contaminated solutions by capsicum annuum seeds: batch and continuous mode biosorption applications
.
Chemical Engineering Journal
168
(
1
),
125
133
.
doi: 10.1016/j.cej.2010.12.049
.
Akin Sahbaz
D.
Dandil
S.
Acikgoz
C.
2019
Kinetic studies on the removal of Reactive Blue 49 dye from aqueous solution onto chitosan-activated sludge composite particles
.
Biological and Chemical Research
6
,
19
29
.
Alrobayi
E. M.
Algubili
A. M.
Aljeboree
A. M.
Alkaim
A. F.
Hussein
F. H.
2017
Investigation of photocatalytic removal and photonic efficiency of maxilon blue dye GRL in the presence of TiO2 nanoparticles
.
Particulate Science and Technology
35
(
1
),
4
20
.
doi: 10.1080/02726351.2015.1120836
.
Amin Radi
M.
Nasirizadeh
N.
Rohani-Moghadam
M.
Dehghani
M.
2015
The comparison of sonochemistry, electrochemistry and sonoelectrochemistry techniques on decolorization of CI Reactive Blue 49
.
Ultrasonics Sonochemistry
27
,
609
615
.
doi: 10.1016/j.ultsonch.2015.04.021
.
Björklund
K.
Li
L. Y.
2017
Adsorption of organic stormwater pollutants onto activated carbon from sewage sludge
.
Journal of Environmental Management
197
,
490
497
.
doi: 10.1016/j.jenvman.2017.04.011
.
Dai
Y.
Sun
Q.
Wang
W.
Lu
L.
Liu
M.
Li
J.
Yang
S.
Sun
Y.
Zhang
K.
Xu
J.
Zheng
W.
Hu
Z.
Yang
Y.
Gao
Y.
Chen
Y.
Zhang
X.
Gao
F.
Zhang
Y.
2018
Utilizations of agricultural waste as adsorbent for the removal of contaminants: a review
.
Chemosphere
211
,
235
253
.
doi: 10.1016/j.chemosphere.2018.06.179
.
Dandil
S.
Akin Sahbaz
D.
Acikgoz
C.
2019a
High performance adsorption of hazardous triphenylmethane dye-crystal violet onto calcinated waste mussel shells
.
Water Quality Research Journal Canada
54
(
3
),
249
256
.
doi: 10.2166/wqrj.2019.050
.
Dandil
S.
Akin Sahbaz
D.
Acikgoz
C.
2019b
Adsorption of Cu (II) ions onto crosslinked chitosan/waste active sludge char (WASC) beads: kinetic, equilibrium, and thermodynamic study
.
International Journal of Biological Macromolecules
136
,
668
675
.
doi: 10.1016/j.ijbiomac.2019.06.063
.
El Haddad
M.
Regti
A.
Slimani
R.
Lazar
S.
2014
Assessment of the biosorption kinetic and thermodynamic for the removal of safranin dye from aqueous solutions using calcined mussel shells
.
Journal of Industrial and Engineering Chemistry
20
(
2
),
717
724
.
doi: 10.1016/j.jiec.2013.05.038
.
Freundlich
H. M. F.
1906
Over the adsorption in solution
.
The Journal of Physical Chemistry
57
,
385
471
.
Freundlich
H.
Heller
W.
1939
The adsorption of cis-and trans-azobenzene
.
Journal of the American Chemical Society
61
(
8
),
2228
2230
.
Gusain
R.
Kumar
N.
Ray
S. S.
2020
Recent advances in carbon nanomaterial-based adsorbents for water purification
.
Coordination Chemistry Reviews
405
,
213111
.
https://doi.org/10.1016/j.ccr.2019.213111
.
Hadi
P.
Xu
M.
Ning
C.
Lin
C. S. K.
McKay
G.
2015
A critical review on preparation, characterization and utilization of sludge-derived activated carbons for wastewater treatment
.
Chemical Engineering Journal
260
,
895
906
.
doi: 10.1016/j.cej.2014.08.088
.
Ho
Y. S.
McKay
G.
1999
Pseudo-second order model for sorption processes
.
Process Biochemistry
34
,
451
465
.
doi: 10.1016/S0032-9592(98)00112-5
.
Hsini
A.
Essekri
A.
Aarab
N.
Laabd
M.
Addi
A. A.
Lakhmiri
R.
Albourine
A.
2020a
Elaboration of novel polyaniline@ Almond shell biocomposite for effective removal of hexavalent chromium ions and Orange G dye from aqueous solutions
.
Environmental Science and Pollution Research
27
,
15245
15258
.
doi: 10.1007/s11356-020-08039-1
.
Hsini
A.
Naciri
Y.
Laabd
M.
El Ouardi
M.
Ajmal
Z.
Lakhmiri
R.
Boukherroub
R.
Albourine
A.
2020b
Synthesis and characterization of arginine-doped polyaniline/walnut shell hybrid composite with superior clean-up ability for chromium (VI) from aqueous media: equilibrium, reusability and process optimization
.
Journal of Molecular Liquids
316
,
113832
.
doi: 10.1016/j.molliq.2020.113832
.
Hua
T.
Haynes
R. J.
Zhou
Y. F.
2018
Competitive adsorption and desorption of arsenate, vanadate, and molybdate onto the low-cost adsorbent materials alum water treatment sludge and bauxite
.
Environmental Science and Pollution Research
25
,
34053
34062
.
doi: 10.1007/s11356-018-3301-7
.
Kanakaraju
D.
bin Ya
M. H.
Lim
Y. C.
Pace
A.
2020
Combined adsorption/photocatalytic dye removal by copper-titania-fly ash composite
.
Surfaces and Interfaces
19
,
100534
.
doi: 10.1016/j.surfin.2020.100534
.
Khouni
I.
Louhichi
G.
Ghrabi
A.
2020
Assessing the performances of an aerobic membrane bioreactor for textile wastewater treatment: influence of dye mass loading rate and biomass concentration
.
Process Safety and Environmental Protection
135
,
364
382
.
doi: 10.1016/j.psep.2020.01.011
.
Lagergren
S.
1898
Zur theorie Der Sogenannten adsorption geloster stoffe Kungliga Svenska Vetenskapsakademiens
.
Handlingar
24
,
1
39
.
Langmuir
I.
1918
The adsorption of gases on plane surfaces of glass, mica and platinum
.
Journal of the American Chemical Society
40
,
1361
1403
.
Liu
Y.
Li
K.
Xu
W.
Du
B.
Wei
Q.
Liu
B.
Wei
D.
2020
GO/PEDOT: NaPSS modified cathode as heterogeneous electro-Fenton pretreatment and subsequently aerobic granular sludge biological degradation for dye wastewater treatment
.
Science of The Total Environment
700
,
134536
.
doi: 10.1016/j.scitotenv.2019.134536
.
Liu
S.
Wang
Q.
Ma
H.
Huang
P.
Li
J.
Kikuchi
T.
2010
Effect of micro-bubbles on coagulation flotation process of dyeing wastewater
.
Separation and Purification Technology
71
,
337
346
.
doi: 10.1016/j.seppur.2009.12.021
.
Mohammed
B. B.
Hsini
A.
Abdellaoui
Y.
Abou Oualid
H.
Laabd
M.
El Ouardi
M.
Ait Addi
A.
Yamni
K.
Tijani
N.
2020
Fe-ZSM-5 zeolite for efficient removal of basic Fuchsin dye from aqueous solutions: synthesis, characterization and adsorption process optimization using BBD-RSM modeling
.
Journal of Environmental Chemical Engineering
8
,
104419
.
Morshedi
D.
Mohammadi
Z.
Boojar
M. M. A.
Aliakbari
F.
2013
Using protein nanofibrils to remove azo dyes from aqueous solution by the coagulation process
.
Colloids and Surfaces B: Biointerfaces
112
,
245
254
.
doi: 10.1016/j.colsurfb.2013.08.004
.
Mousa
K. M.
Taha
A. H.
2015
Adsorption of Reactive Blue dye onto natural and modified wheat straw
.
Journal of Chemical Engineering & Process Technology
6
(
6
),
1
6
.
doi: 10.4172/2157-7048.1000260
.
Nataraj
S. K.
Hosamani
K. M.
Aminabhavi
T. M.
2009
Nanofiltration and reverse osmosis thin film composite membrane module for the removal of dye and salts from the simulated mixtures
.
Desalination
249
,
12
17
.
doi: 10.1016/j.desal.2009.06.008
.
Ngulube
T.
Gumbo
J. R.
Masindi
V.
Maity
A.
2017
An update on synthetic dyes adsorption onto clay based minerals: a state-of-art review
.
Journal of Environmental Management
191
,
35
57
.
doi: 10.1016/j.jenvman.2016.12.031
.
Paradelo
R.
Conde-Cid
M.
Cutillas-Barreiro
L.
Arias-Estevez
M.
Novoa-Munoz
J. C.
Álvarez-Rodriguez
E.
Fernandez-Sanjurjo
M. J.
Nunez-Delgado
A.
2016
Phosphorus removal from wastewater using mussel shell: investigation on retention mechanisms
.
Ecological Engineering
97
,
558
566
.
doi: 10.1016/j.ecoleng.2016.10.066
.
Pena-Rodriguez
S.
Fernandez-Calvino
D.
Novoa-Munoz
J. C.
Arias-Estevez
M.
Nunez-Delgado
A.
Fernandez-Sanjurjo
M. J.
Alvarez-Rodriguez
E.
2010
Kinetics of Hg (II) adsorption and desorption in calcined mussel shells
.
Journal of Hazardous Materials
180
(
1–3
),
622
627
.
doi: 10.1016/j.jhazmat.2010.04.079
.
Putro
J. N.
Santoso
S. P.
Soetaredjo
F. E.
Ismadji
S.
Ju
Y. H.
2019
Nanocrystalline cellulose from waste paper: adsorbent for azo dyes removal
.
Environmental Nanotechnology, Monitoring & Management
12
,
100260
.
doi: 10.1016/j.enmm.2019.100260
.
Raghu
S.
Basha
C. A.
2007
Chemical or electrochemical techniques, followed by ion exchange, for recycle of textile dye wastewater
.
Journal of Hazardous Materials
149
(
2
),
324
330
.
doi: 10.1016/j.jhazmat.2007.03.087
.
Rivera-Utrilla
J.
Gomez-Pacheco
C. V.
Sanchez-Polo
M.
Lopez-Penalver
J. J.
Ocampo-Perez
R.
2013
Tetracycline removal from water by adsorption/bioadsorption on activated carbons and sludge-derived adsorbents
.
Journal of Environmental Management
131
,
16
24
.
doi: 10.1016/j.jenvman.2013.09.024
.
Thangamani
K. S.
Sathishkumar
M.
Sameena
Y.
Vennilamani
N.
Kadirvelu
K.
Pattabhi
S.
Yun
S. E.
2007
Utilization of modified silk cotton hull waste as an adsorbent for the removal of textile dye (reactive blue MR) from aqueous solution
.
Bioresource Technology
98
(
6
),
1265
1269
.
doi: 10.1016/j.biortech.2006.05.010
.
Vakili
M.
Rafatullah
M.
Salamatinia
B.
Abdullah
A. Z.
Ibrahim
M. H.
Tan
K. B.
Gholami
Z.
Amouzgar
P.
2014
Application of chitosan and its derivatives as adsorbents for dye removal from water and wastewater: a review
.
Carbohydrate Polymers
113
,
115
130
.
doi: 10.1016/j.carbpol.2014.07.007
.
Zhao
J.
Zou
Z.
Ren
R.
Sui
X.
Mao
Z.
Xu
H.
Zhong
Y.
Zhang
L.
Wang
B.
2018
Chitosan adsorbent reinforced with citric acid modified β-cyclodextrin for highly efficient removal of dyes from reactive dyeing effluents
.
European Polymer Journal
108
,
212
218
.
doi: 10.1016/j.eurpolymj.2018.08.044
.
Zhou
Y.
Lu
J.
Zhou
Y.
Liu
Y.
2019
Recent advances for dyes removal using novel adsorbents: a review
.
Environmental Pollution
252
,
352
365
.
doi: 10.1016/j.envpol.2019.05.072
.
This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY-NC-ND 4.0), which permits copying and redistribution for non-commercial purposes with no derivatives, provided the original work is properly cited (http://creativecommons.org/licenses/by-nc-nd/4.0/).