The use of ionic flocculation is proposed to remove malachite green (MG), in this case, from water. A surfactant with the polluted solution and calcium is added. The surfactant-calcium reaction forms a precipitate, which aggregates into flocs on agitation. The flocs adsorb MG, which can then be removed by centrifugation. Ionic flocculation was assessed by varying parameters including: surfactant and MG concentrations, electrolyte content, pH, contact time, etc. The isotherm and adsorption kinetic models that best fit this process are the Langmuir and pseudo-second-order models, respectively. MG removal efficiency of 96% was obtained at pH 9, with surfactant concentration 1,400 mg L−1, MG concentration 10 mg L−1 and contact time 10 minutes. The process has potential for pollutant removal.

  • Surfactant-based vegetable fat removes malachite green.

  • Ionic flocculation is a fast process.

  • Equilibrium quickly reached.

  • Physicochemical analysis of post-process effluent.

  • Malachite green removal efficiency up to 96%.

Graphical Abstract

Graphical Abstract
Graphical Abstract

The textile, paper and cellulose, cosmetic and food industries use more than 10,000 types of dyes, resulting in large amounts and variability of colored effluents (Dahri et al. 2014).

Malachite green (MG) is a toxic cationic dye, widely used to dye silk, cotton, wool, wood and leather. It is also used as an antibacterial agent and fungicide in fish farming, aquaculture and animal breeding due to its efficacy and low cost (Oyelude et al. 2018; Xie et al. 2020). However, many hostile effects such as carcinogenicity, mutagenesis and malformation have been related to different organisms, especially mammals (Srivastava et al. 2004). The use of MG in aquaculture companies is prohibited in several countries and its tolerance limit in water bodies was established at a concentration of 0.5–100 μg L−1 (Zhang et al. 2017). Thus, specific monitoring of MG consumption and its removal from industrial wastewater should be considered, due to its extensive destructive effects on the environment and health of fish and mammals (Salamat et al. 2019).

The techniques used in wastewater treatment include: coagulation-flocculation (Albuquerque et al. 2013), advanced oxidation processes (Karthikeyan et al. 2011), nanofiltration (Gozálvez-Zafrilla et al. 2008), photocatalysis (Das & Dhar 2020) and adsorption (Mahanta et al. 2009). Adsorption has been used widely, relative to other techniques, for its simplicity, facility and high efficiency (Wong et al. 2003).

Several types of adsorbents have been tested for their capacity to remove dyes from effluents – e.g., silica gel (Andrzejewska et al. 2007), alumina (Adak et al. 2005), zeolites (Alver & Metin 2012) and modified chitosan (Sadiq et al. 2020). With respect to MG removal, the adsorbents tested include magnetic microspheres (Pan et al. 2019), microplastics (Lin et al. 2020), activated carbon (Qu et al. 2019) and carbon composites (Adebayo et al. 2020).

Surfactants were tested as separation agents in a number of processes, such as cloud point extraction (Melo et al. 2014), microemulsion (Beltrame et al. 2005) and micellar ultrafiltration (Ahmad et al. 2006). Another promising process is ionic flocculation, in which low-cost surfactants are used. Amphiphilic surfactants are easily obtained by the saponification reaction between plant and animals fats, and a strong base. In aqueous media, these surfactants react with calcium ions, forming surfactant flocs. Their polar-nonpolar characteristics make them useful for ionic flocculation because they can adsorb organic compounds (Melo et al. 2017). The use of ionic flocculation is proposed in this study to remove MG from a synthetic textile effluent.

Surfactant production

The surfactant used was synthesized in the laboratory from industrialized sunflower oil and sodium hydroxide p.a. by saponification, with mass proportions of 55.55 and 44.45%, respectively. The sunflower oil (10 g) and NaOH (8 g) were diluted in 90 mL of ethyl alcohol and 40 mL of distilled water, respectively. The resulting solutions were mixed and then heated. An Allihn condenser was used for alcohol reflux during the 90-minute saponification process. After saponification, the alcohol and water were evaporated to collect the surfactant formed. The surfactant was dried at 90 °C for 120 minutes.

Ionic flocculation tests

The MG-contaminated effluent was prepared at 120 mg L−1. Next, the surfactant and CaCl2 were weighed to obtain the desired surfactant concentration in 50 mL of the effluent. The CaCl2 was weighed so that the calcium ion concentration in solution was half the surfactant concentration. This proportionality has little effect on process efficiency (Cavalcante et al. 2018).

The surfactant was dissolved totally in the effluent solution, which was agitated at 20 rpm, and the pH adjusted to 9. The CaCl2 was always added after complete dissolution of the surfactant and pH adjustment. The CaCl2 addition causes surfactant precipitation and floc formation. The resulting combined system was agitated for 5 minutes at 20 rpm to help the interaction between surfactant flocs and MG, promoting pollutant adsorption on the floc surface.

The final solution was centrifuged at 2,000 rpm for 5 minutes in an OEM/Unbranded 80-2B tabletop centrifuge, to separate the flocs from the solution. Solution samples were analyzed using a Gehaka UV-340G spectrophotometer (617 nm) to determine the effluent's final pollutant concentration. The amounts of MG adsorbed over time and in equilibrium were determined using Equations (1) and (2), respectively:
formula
(1)
formula
(2)
where Co is the initial MG concentration (mg L−1), Ct the MG concentration at time t (mg L−1), Ce the MG concentration in equilibrium (mg L−1), m the weight of surfactant used (g), V the solution volume (L), qt the amount of MG adsorbed over time t (mg of dye/g of adsorbent), and qe the amount of MG adsorbed in equilibrium (mg of dye/g of adsorbent).

Test regimes used

Table 1 summarizes the tests performed (adsorbent dosage, dye concentration, contact time, influence of pH and influence of electrolytes).

Table 1

Test regimes

TestSurfactant concentration (mg L−1)MG concentration (mg L−1)NaCl concentration (mol L−1)Time (min)pHTemperature (°C)Volume (mL)
Adsorbent dosage 500–2,000 (increments 100 mg L−110 10 25 50 
MG concentration 1,400 10, 20, 40, 60, 80, 120 120 25 50 
Contact time 1,400 10, 20, 40, 60, 80, 120 10, 30, 60, 90, 120, 150, 180, 210 25 50 
pH 1,400 10 10 7, 8, 9, 10, 11, 12, 12.7 25 50 
Electrolytes 1,400 10 0.02, 0.08, 0.1, 0.15, 0.2, 0.3, 0.4, 0.6, 0.8, 1 10 25 50 
TestSurfactant concentration (mg L−1)MG concentration (mg L−1)NaCl concentration (mol L−1)Time (min)pHTemperature (°C)Volume (mL)
Adsorbent dosage 500–2,000 (increments 100 mg L−110 10 25 50 
MG concentration 1,400 10, 20, 40, 60, 80, 120 120 25 50 
Contact time 1,400 10, 20, 40, 60, 80, 120 10, 30, 60, 90, 120, 150, 180, 210 25 50 
pH 1,400 10 10 7, 8, 9, 10, 11, 12, 12.7 25 50 
Electrolytes 1,400 10 0.02, 0.08, 0.1, 0.15, 0.2, 0.3, 0.4, 0.6, 0.8, 1 10 25 50 

A concentration of 10 mg-MG L−1 was selected as the standard dose for the adsorbate because it exceeds the MG tolerance limit in water bodies (Zhang et al. 2017). In the MG concentration variation study, the highest MG concentration was 120 mg L−1, which is significantly higher than that of the dyes present in textile effluents (Sirianuntapiboon et al. 2007).

To analyze contact time, the surfactant was dissolved in the effluent, pH adjusted (to 9) and CaCl2 added. In assessing the effect of pH, the pH was adjusted after adding the surfactant and before adding CaCl2. The influence of electrolytes was investigated because textile effluents have high electrolyte concentrations, mainly sodium chloride (NaCl) and sodium sulphate (Na2SO4) (Hunger 2003; Verma et al. 2012).

Adsorption kinetics

For MG's adsorption kinetics, the surfactant concentration and effluent volume were maintained at 1,400 mg L−1 and 50 mL, respectively, with MG concentrations of 10, 20, 40, 60, 80 and 120 mg L−1. The residual MG concentration after flocculation and centrifugation was analyzed using a UV-Vis spectrophotometer. The experimental data were fitted to the pseudo-first order, pseudo-second order, Elovich and intraparticle diffusion models – see Equations (3)–(6) below, respectively:
formula
(3)
formula
(4)
formula
(5)
formula
(6)
where k1 is the pseudo-first-order adsorption rate constant (min−1), k2 the pseudo-second-order adsorption rate constant (g mg−1 min−1), α the constant related to the initial adsorption rate (mg g−1 min−1), β the desorption constant (mg g−1), Kd the intraparticle diffusion coefficient (mg g−1 min−0.5), C the constant related to diffusion resistance (mg g−1) and t the time (min).

Adsorption equilibrium

Four theoretical adsorption isotherm models – Freundlich, Langmuir, Temkin and Dubinin-Radushkevich (DR) – were used to describe the equilibrium between MG and the surfactants’ adsorbent surface.

The Freundlich model represents adsorption in heterogeneous systems, with multilayer generation, and is represented by Equation (7):
formula
(7)
where kF is the Freundlich adsorption capacity constant (L mg−1) and n the constant related to surface heterogeneity.
The Langmuir model selected occurs on homogeneous surfaces and in monolayers. Because of this, this model makes it possible to calculate the maximum adsorption capacity on the adsorbent surface (White et al. 2018). The Langmuir model is represented by Equation (8):
formula
(8)
where qmáx is the maximum adsorption capacity (mg g−1) and kL the adsorbate/adsorbent interaction constant (L mg−1), also related to adsorption heat (Romero-Cano et al. 2017). The Langmuir model can also be used to calculate the separation factor (RL), that is, the degree of development of the adsorption process. RL can be calculated using Equation (9). Table 2 shows the interpretation of this parameter (Mahmoud et al. 2017).
formula
(9)
Table 2

Langmuir isotherm separation factor

RLBehavior
RL = 0 Irreversible 
0 < RL < 1 Favorable 
RL = 1 Linear 
RL > 1 Unfavorable 
RLBehavior
RL = 0 Irreversible 
0 < RL < 1 Favorable 
RL = 1 Linear 
RL > 1 Unfavorable 
The Temkin model describes adsorption considering the adsorbate-adsorbent interactions and the uniform distribution of activation energies. It is assumed that the adsorption energy of the molecules in the layer tends to decrease linearly with increasing adsorbent cover (Abdelnaeim et al. 2016). The Temkin model is represented by Equation (10):
formula
(10)
where kT is the model constant (L g−1), b the Temkin constant related to adsorption energy (J mol−1), R the gas constant (8.3145 J mol−1 K−1) and T the temperature at which the process occurred (298.15 K).
The DR model – represented by Equation (11) – describes adsorption on non-homogeneous surfaces with pore filling, considering Gaussian distribution of the heterogeneous surface and energy (Inyinbor et al. 2016).
formula
(11)
where kDR is the model constant associated with adsorption energy (mol² kJ²).
The average adsorption energy can be calculated by Equation (12):
formula
(12)
where E is the average adsorption energy (kJ mol−1). The value of E can be used to assess the nature of the process: physical adsorption (E < 8 kJ mol−1), ionic exchange (8 < E < 16 kJ mol−1) or chemical adsorption (E > 16 kJ mol−1) (Kaveeshwar et al. 2018).

Removal efficiency

MG removal efficiency was calculated by Equation (13):
formula
(13)

Error analysis

The kinetic models and equilibrium isotherms were validated using Equation (14) to calculate the sum of the squared errors (SSE).
formula
(14)
where qexp and qcalc are the experimental and predicted values, respectively. SSE is widely applied in adsorption studies and adequate for high concentration data (Nascimento et al. 2020).

Physicochemical analysis of the effluent treated

Treated waters were analyzed to find suitable disposal destinations. Two types were analyzed, with (A1) and without (A2) NaCl added. The parameters determined were: pH, electrical conductivity (EC), potassium (K+), sodium (Na+), calcium (Ca2+), magnesium (Mg2+), free chlorine (Cl), carbonate (), bicarbonate (), sodium adsorption ratio (SAR) and hardness.

Adsorbent dosage

Figure 1 shows the effect of surfactant dosage on MG removal.

Figure 1

Effect of surfactant dosage on MG removal efficiency and adsorption capacity (10 mg-MG L−1, 50 mL of solution, pH 9, 25 °C).

Figure 1

Effect of surfactant dosage on MG removal efficiency and adsorption capacity (10 mg-MG L−1, 50 mL of solution, pH 9, 25 °C).

Close modal

Within the surfactant dosage range studied, MG removal efficiency was not altered significantly by variation in surfactant concentration – i.e., ionic flocculation is independent of surfactant dosage. The high removal efficiency can be explained by the large number of adsorption sites available and interaction between MG and the hydrophobic part of the surfactant.

The MG-adsorption capacity declined significantly with increasing surfactant dosage. The greatest adsorption capacity (19.09 mg g−1) was for a surfactant concentration of 500 mg L−1 and the lowest (4.75 mg g−1) for 2,000 mg L−1. This decline may be due to the ready availability of adsorption sites leading to competition for MG molecules and the accumulation of unsaturated adsorbent particles reducing the surface area (Ozacar & Sengil 2005; Ramesh et al. 2008). The increased surfactant concentration is also insufficient to promote MG removal, as the latter's concentration in solution is very low, even when a small amount of surfactant is used (500 mg L−1). Eltaweil et al. (2020) used a mesoporous magnetic biochar composite to adsorb MG, and Salamat et al. (2019) used nanochitosan prepared from shrimp shells, obtaining similar results.

The process is infeasible with surfactant concentrations below 500 mg L−1, as there is not enough surfactant to produce flocs large enough for separation by centrifugation. The optimal surfactant concentration was 1,400 mg L−1, with approximately 96% removal efficiency.

Dye concentration

Figure 2 presents the effect of initial MG concentration (10–120 mg L−1) on surfactant adsorption capacity at 10 minutes contact time.

Figure 2

Effect of MG concentration on removal efficiency and adsorption capacity (1400 mg L−1 of surfactant, 50 mL of solution, pH 9, 25 °C).

Figure 2

Effect of MG concentration on removal efficiency and adsorption capacity (1400 mg L−1 of surfactant, 50 mL of solution, pH 9, 25 °C).

Close modal

As the initial MG concentration was increased from 10 to 120 mg L−1, MG removal efficiency declined from 96 to 55%. The higher removal efficiency at low dye concentrations may be attributed to the greater proportional availability of active adsorbent sites. However, with increased dye concentration, active surfactant sites become saturated, resulting in decreased efficiency (Verma et al. 2020).

With respect to adsorption capacity, it rose from 9.6 mg g−1 in 10 mg L−1 dye solution to 65 mg g−1 in 120 mg L−1 of solution – i.e., as the initial MG concentration increased. This increase can be attributed to the larger number of MG molecules in solution. Thus, capacity rises until equilibrium time and maximum adsorption capacity are reached.

Contact time

Figure 3 shows the effect of contact time on MG removal efficiency, and the influence of equilibrium time on MG removal.

Figure 3

Effect of equilibrium time on MG removal (1,400 mg L−1 of surfactant, 50 mL of solution, pH 9, 25 °C).

Figure 3

Effect of equilibrium time on MG removal (1,400 mg L−1 of surfactant, 50 mL of solution, pH 9, 25 °C).

Close modal

Figure 3 shows that process equilibrium is achieved in only 10 minutes at 10 mg-MG L−1 concentration. At higher MG concentrations, equilibrium is reached in 120 minutes. For example, for 60 mg-MG L−1 concentration, MG removal is 67% and adsorption capacity 40 mg g−1 at 10 minutes; after 120 minutes, MG removal and adsorption capacity become constant (98% and 59 mg g−1).

The MG adsorption capacity increases over time due to the availability of active adsorption sites. However, when equilibrium is reached, adsorbent saturation keeps adsorption capacity and removal efficiency constant. Khawaja et al. (2021) used copper and graphene oxide nanoparticles with cellulose for MG adsorption, obtaining similar results.

Kinetics and adsorption modeling

Adsorption kinetics were studied to investigate the effects of contact time and obtain results for adsorption kinetic model parameters. The best fit among the kinetic models was assessed using the coefficient of determination (R²) and SSE. Figure 4 and Table 3 present the adsorption behavior results for different MG concentrations in the different kinetic models.

Table 3

Adsorption kinetic model parameters

Kinetic models and parametersConcentration (mg L−1)
1020406080120
qe, exp (mg g−19.67 19.52 39.29 59.24 78.75 111.59 
Pseudo-first order       
K1 (min−10.09 0.07 0.07 0.07 0.07 0.07 
qe, calc (mg g−120.58 17.03 46.28 84.63 132.87 263.88 
R² 0.64 0.77 0.79 0.69 0.64 0.54 
SSE 165.21 54.64 57.77 92.18 111.35 161.38 
Pseudo-second order       
K2 (g mg−1 min−10.30 0.02 6.60 × 10−3 3.20 × 10−3 1.90 × 10−3 8.00 × 10−4 
qe, calc (mg g−19.71 19.72 39.95 60.57 81.04 115.87 
R² 0.99 0.99 0.99 0.99 0.99 0.99 
SSE 0.05 0.03 0.028 0.02 0.02 0.030 
Elovich model       
α (mg g−1 min−11.07 × 1014 6.72 × 105 4,410 431 195 75.71 
β (mg g−14.02 0.94 0.31 0.16 0.10 0.06 
R² 0.96 0.96 0.97 0.95 0.97 0.94 
SSE 0.02 0.28 2.23 12.50 15.44 98.41 
Kinetic models and parametersConcentration (mg L−1)
1020406080120
qe, exp (mg g−19.67 19.52 39.29 59.24 78.75 111.59 
Pseudo-first order       
K1 (min−10.09 0.07 0.07 0.07 0.07 0.07 
qe, calc (mg g−120.58 17.03 46.28 84.63 132.87 263.88 
R² 0.64 0.77 0.79 0.69 0.64 0.54 
SSE 165.21 54.64 57.77 92.18 111.35 161.38 
Pseudo-second order       
K2 (g mg−1 min−10.30 0.02 6.60 × 10−3 3.20 × 10−3 1.90 × 10−3 8.00 × 10−4 
qe, calc (mg g−19.71 19.72 39.95 60.57 81.04 115.87 
R² 0.99 0.99 0.99 0.99 0.99 0.99 
SSE 0.05 0.03 0.028 0.02 0.02 0.030 
Elovich model       
α (mg g−1 min−11.07 × 1014 6.72 × 105 4,410 431 195 75.71 
β (mg g−14.02 0.94 0.31 0.16 0.10 0.06 
R² 0.96 0.96 0.97 0.95 0.97 0.94 
SSE 0.02 0.28 2.23 12.50 15.44 98.41 
Figure 4

Pseudo-first and second order, and Elovich kinetic models (1,400 mg L−1 of surfactant, 50 mL of solution, pH 9, 25 °C).

Figure 4

Pseudo-first and second order, and Elovich kinetic models (1,400 mg L−1 of surfactant, 50 mL of solution, pH 9, 25 °C).

Close modal

Table 3 shows that the pseudo-second-order model gave the best adsorption kinetics fit for the different MG concentrations – i.e., it exhibited the highest R² and lowest SSE values.

The pseudo-first-order and Elovich models yielded calculated values close to their theoretical counterparts, as well as high R² (Elovich model) and very high SSE (both). Similar results have been reported by others, e.g., in the use of nanocomposites for MG adsorption (Rajabi et al. 2019), MG adsorption by copper oxide-loaded, activated carbon (Sharifpour et al. 2019), MG removal by polyurethane functionalized by salicylate (El-Bouraie 2015) and MG adsorption in a polyamide nanocomposite containing ceric oxide as the adsorbent (Ghanbary & Jafarnejad 2017).

Adsorption mechanism

To assess the adsorption mechanism, the intraparticle diffusion model was analyzed based on the adsorption kinetic results. Figure 5 and Table 4 depict the results of the adsorption mechanism for different MG concentrations.

Table 4

Intraparticle diffusion model parameters

MG concentration (mg L1)qe, exp (mg g1)Intraparticle diffusion
StageC (mg g1)Kd (mg g1 min0.5)SSE
10 9.67 9.10 0.04 0.99 0.01 
  II 9.58 0.01 0.54 0.01 
20 19.52 16.80 0.22 0.99 0.01 
  II 19.33 0.01 0.81 0.01 
40 39.29 30.61 0.66 0.99 0.01 
  II 39.09 0.01 0.31 0.01 
60 59.24 44.79 1.01 0.96 0.15 
  II 58.34 0.06 0.87 0.01 
80 78.75 49.95 2.27 0.98 0.45 
  II 76.33 0.17 0.87 0.02 
120 111.59 62.34 3.14 0.99 0.33 
  II 92.42 1.36 0.87 1.18 
MG concentration (mg L1)qe, exp (mg g1)Intraparticle diffusion
StageC (mg g1)Kd (mg g1 min0.5)SSE
10 9.67 9.10 0.04 0.99 0.01 
  II 9.58 0.01 0.54 0.01 
20 19.52 16.80 0.22 0.99 0.01 
  II 19.33 0.01 0.81 0.01 
40 39.29 30.61 0.66 0.99 0.01 
  II 39.09 0.01 0.31 0.01 
60 59.24 44.79 1.01 0.96 0.15 
  II 58.34 0.06 0.87 0.01 
80 78.75 49.95 2.27 0.98 0.45 
  II 76.33 0.17 0.87 0.02 
120 111.59 62.34 3.14 0.99 0.33 
  II 92.42 1.36 0.87 1.18 
Figure 5

Intraparticle diffusion model (1,400 mg-surfactant L−1, 50 mL of solution, pH 9, 25 °C).

Figure 5

Intraparticle diffusion model (1,400 mg-surfactant L−1, 50 mL of solution, pH 9, 25 °C).

Close modal

Figure 5 shows that MG adsorption onto the surfactant follows a two-stage mechanism (Kd,1 > Kd,2). The first is related to external surface adsorption, that is, rapid diffusion of MG molecules on the adsorbent's outer surface until saturation. In the second stage, the effect of intraparticle diffusion decreases significantly at all concentrations, meaning that adsorption equilibrium was reached at this stage through the adhesion of MG molecules inside the surfactant flocs (attached to the hydrophobic tail of the surfactant) (Wu et al. 2005; Mohammed et al. 2015).

The estimated constants associated with boundary-layer thickness (C) increased in both stages, indicating increases in the boundary-layers’ effects on the process at each stage. Values of C exceeding 0 also suggest that another mechanism, such as film diffusion, was involved as an adsorption rate-limiting step in conjunction with pore diffusion in the adsorption mechanism (Weber 1984).

The plot of qtvs t0.5 did not cross the origin at any MG concentration. Intraparticle diffusion was, thus, not the only adsorption rate-limiting step and different adsorption mechanisms may be occurring simultaneously (Kumar et al. 2010). Li et al. (2021) obtained similar results using polyurethane plastic residues in MG dye adsorption.

Adsorption isotherms

Adsorption isotherms are important for understanding the adsorption mechanism by correlating equilibrium data with theoretical models, on which basis it is possible to describe how MG molecules interact with active surfactant sites (Demiral & Güngör 2016). Batch experiments were performed under standard conditions – surfactant 1,400 mg L−1, MG concentration range 10 to 120 mg L−1, agitation 20 rpm for 120 minutes, and pH 9. Figure 6 and Table 5 present the MG adsorption behavior results for the different isotherm models.

Table 5

Adsorption isotherm model parameters

Freundlich
Langmuir
nKF (L mg−1)SSEqmáx (mg g−1)KL (L mg−1)RL*SSE
2.40 49 0.80 1,638 116 0.70 0.13 0.98 177 
Temkin
D-R
kT (L mg−1)b (J mol−1)SSEqmáx (mg g−1)k (mol² kJ²)E (kJ mol−1)SSE
5.50 79 0.90 816 135 4.52*10−9 10,518 0.90 886 
Freundlich
Langmuir
nKF (L mg−1)SSEqmáx (mg g−1)KL (L mg−1)RL*SSE
2.40 49 0.80 1,638 116 0.70 0.13 0.98 177 
Temkin
D-R
kT (L mg−1)b (J mol−1)SSEqmáx (mg g−1)k (mol² kJ²)E (kJ mol−1)SSE
5.50 79 0.90 816 135 4.52*10−9 10,518 0.90 886 

*Calculated for initial concentration 10 mg-MG L−1.

Figure 6

Adsorption isotherm model and actual results.

Figure 6

Adsorption isotherm model and actual results.

Close modal

Table 5 shows that the Langmuir model offers the best fit for the experimental data, with the lowest SSE value (177) and the highest R² (0.98). This indicates that MG molecules are adsorbed homogeneously at the active surfactant sites, and maximum adsorption capacity, qmax, of 116 mg g−1 is expected due to active site saturation. The separation factor, RL, (0.13) indicates that MG separation by the surfactant is a favorable process (0 < RL < 1).

The low R² values for the Freundlich, Temkin and D-R models (R² < 0.95) and the highest SSE indicate that they do not fit the experimental data.

Thus, the Langmuir isotherm model represents this adsorption process – i.e., adsorption occurs in a monolayer and bond energies at the surfactant's active sites are equivalent, meaning that each MG molecule occupies only one adsorption site.

Effect of pH

The pH range was between 7 and 12.7. At pHs 7 and 8 an oil emulsion forms in water because the low pH converts the surfactant into its respective fatty acids, precluding floc formation due to the lack of carboxyl anions and making the process inviable (Melo et al. 2015). Figure 7 shows the MG adsorption behavior results for different pH values.

Figure 7

Effect of pH on MG removal efficiency (1,400 mg-surfactant L−1, 10 mg-MG L−1, 50 mL of solution, 25 °C).

Figure 7

Effect of pH on MG removal efficiency (1,400 mg-surfactant L−1, 10 mg-MG L−1, 50 mL of solution, 25 °C).

Close modal

Without pH adjustment, the pH of samples containing only diluted surfactant is between 10 and 10.5, because of the reaction between fatty acids and NaOH. Figure 7 shows that varying the pH alone, without adding surfactant and/or calcium, may produce false results, as MG displays different colors for different pH intervals. The results were determined by UV-vis spectrophotometry, so the pH ranges in which MG maintains its natural color and in which it becomes colorless need study.

For pHs between 7 and 9, MG maintains its natural green color. With the addition of calcium alone, about 5% of the MG is removed by flocculation. Dye removal efficiency depends directly on the interaction between MG molecules and the surfactant's nonpolar tail. At pH values greater than or equal to 11, MG starts to become colorless, whether removed from the solution or not.

Thus, for analyses of MG removal efficiency by ionic flocculation, pH was initially corrected to pH 9 (within the range that does not produce false values). At pH 9, MG removal was 96%.

Effect of electrolytes

Figure 8 shows MG adsorption behavior for different NaCl concentrations, with fixed surfactant and dye concentrations.

Figure 8

Effect of electrolytes on MG removal efficiency (1,400 mg-surfactant L−1, 10 mg-MG L−1, 50 mL of solution, pH 9, 25 °C).

Figure 8

Effect of electrolytes on MG removal efficiency (1,400 mg-surfactant L−1, 10 mg-MG L−1, 50 mL of solution, pH 9, 25 °C).

Close modal

Figure 8 shows that the presence of electrolytes lowers MG removal efficiency slightly. Removal efficiency was approximately 96% for samples without electrolyte addition, while in those containing 1 mol L−1 NaCl it was slightly more than 92%.

The electrolytes inhibit floc formation, as precipitation tolerance – i.e., the minimum calcium concentration capable of causing precipitation – rises when electrolyte concentration increases, because dissolved anionic monomers decline in the surfactant when NaCl is added (Noïk et al. 1987; Stellner & Scamehorn 1989).

Analysis of treated water

As noted previously, two types of water were analyzed: NaCl was added to A1 but not to A2 (Table 6).

Table 6

Post-treatment water analysis parameters

IdentificationpHCE (μS/cm)K+ (mmol/L)Na+ (mmol/L)Ca2+ (mmol/L)Mg2+ (mmol/L)
A1 9.7 296,000 0.91 111.17 14.10  
A2 10.9 2,570 0.09 4.49 14.90 0.20  
Ideal 6.5–8.5 <3,000 – 0–9 – –  

CL (mmol/L)
(mmol/L)
(mmol/L)
SAR
Hardness (mg-CaCO3/L)
Cations (mmol/L)
Anions (mmol/L)
A1 255 0.80 1.40 38 855 129.2 257.2 
A2 19.20 0.80 1.90 1.6 755 19.7 21.9 
Ideal 0–10 – 0–8.5 – 0–350 – – 
IdentificationpHCE (μS/cm)K+ (mmol/L)Na+ (mmol/L)Ca2+ (mmol/L)Mg2+ (mmol/L)
A1 9.7 296,000 0.91 111.17 14.10  
A2 10.9 2,570 0.09 4.49 14.90 0.20  
Ideal 6.5–8.5 <3,000 – 0–9 – –  

CL (mmol/L)
(mmol/L)
(mmol/L)
SAR
Hardness (mg-CaCO3/L)
Cations (mmol/L)
Anions (mmol/L)
A1 255 0.80 1.40 38 855 129.2 257.2 
A2 19.20 0.80 1.90 1.6 755 19.7 21.9 
Ideal 0–10 – 0–8.5 – 0–350 – – 

The ideal values – data rows 3 and 6 in Table 6 – are taken from the University of California Committee of Consultants, of 1974. They are used to compare water analyses with irrigation needs (UCCC 1974). Table 6 shows that A1 water is not suitable for irrigation, since it is only within the ideal range with respect to .

A2 water is fairly good for irrigation because it is only outside the ideal ranges for pH, Cl and hardness.

Ionic flocculation was used to remove MG from solution in this study.

  • The surfactant-calcium combination has an MG removal efficiency of approximately 96% at 25 °C, with pH 9.

  • With increasing dye concentration, surfactant adsorption efficiency tends to decline due to the saturation of active sites.

  • Adding electrolytes to the effluent lowers adsorption efficiency a little.

  • Equilibrium time is 10 minutes for 10 mg-MG L−1, while, for concentrations above that, it is reached after 120 minutes.

  • The Langmuir isotherm model best fits this adsorption process (R² = 0.98), with a separation factor (RL) of 0.22.

  • The pseudo-second-order kinetic model best fits the process.

The study's results demonstrate that ionic flocculation can be used to remove dyes from wastewater.

Not applicable.

The authors confirm consent to publication and authorship of the study. Informed consent was obtained from all individual participants included in the manuscript.

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

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

Abdelnaeim
M. Y.
,
El Sherif
I. Y.
,
Attia
A. A.
,
Fathy
N. A.
&
El-Shahat
M. F.
2016
Impact of chemical activation on the adsorption performance of common reed towards Cu(II) and Cd (II)
.
International Journal of Mineral Processing
157
,
80
88
.
https://doi.org/10.1016/j.minpro.2016.09.013
.
Adak
A.
,
Bandyopadhyay
M.
&
Pal
A.
2005
Removal of crystal violet dye from wastewater by surfactant-modified alumina
.
Separation and Purification Technology
44
(
2
),
139
144
.
https://doi.org/10.1016/j.seppur.2005.01.002
.
Adebayo
M.
,
Adebomi
J. I.
,
Abe
T. O.
&
Areo
F. I.
2020
Removal of aqueous Congo red and malachite green using ackee apple seed-bentonite composite
.
Colloid and Interface Science Communications
38
,
100311
.
https://doi.org/10.1016/j.colcom.2020.100311
.
Ahmad
A. L.
,
Puasa
S. W.
&
Zulkali
M. M. D.
2006
Micellar-enhanced ultrafiltration for removal of reactive dyes from an aqueous solution
.
Desalination
191
(
1–3
),
153
161
.
https://doi.org/10.1016/j.desal.2005.07.022
.
Albuquerque
L. F.
,
Salgueiro
A. A.
,
Melo
J. L. S.
&
Chiavone-Filho
O.
2013
Coagulation of indigo blue present in dyeing wastewater using a residual bittern
.
Separation and Purification Technology
104
,
246
249
.
http://dx.doi.org/10.1016/j.seppur.2012.12.005
.
Alver
E.
&
Metin
A. U.
2012
Anionic dye removal from aqueous solutions using modified zeolite: adsorption kinetics and isotherm studies
.
Chemical Engineering Journal
200–202
,
59
67
.
https://doi.org/10.1016/j.cej.2012.06.038
.
Andrzejewska
A.
,
Krysztafkiewicz
A.
&
Jesionowski
T.
2007
Treatment of textile dye wastewater using modified silica
.
Dyes and Pigments
75
(
1
),
116
124
.
https://doi.org/10.1016/j.dyepig.2006.05.027
.
Beltrame
L. T. C.
,
Dantas Neto
A. A.
,
Castro Dantas
T. N.
,
Barros Neto
E. L.
&
Lima
F. F. S.
2005
Influence of cosurfactant in microemulsion systems for color removal from textile wastewater
.
Journal of Chemical Technology & Biotechnology
80
(
1
),
92
98
.
https://doi.org/10.1002/jctb.1162
.
Cavalcante
P. R. M.
,
Melo
R. P. F.
,
Castro Dantas
T. N.
,
Dantas Neto
A. A.
,
Barros Neto
E. L.
&
Moura
M. C. P. A.
2018
Removal of phenol from aqueous medium using micellar solubilization followed by ionic flocculation
.
Journal of Environmental Chemical Engineering
6
(
2
),
2778
2784
.
https://doi.org/10.1016/j.jece.2018.04.025
.
Dahri
M. K.
,
Kooh
M. R. R.
&
Lim
L. B. L.
2014
Water remediation using low cost adsorbent walnut shell for removal of malachite green: equilibrium, kinetics, thermodynamic and regeneration studies
.
Journal of Environmental Chemical Engineering
2
(
3
),
1434
1444
.
https://doi.org/10.1016/j.jece.2014.07.008
.
Das
K. C.
&
Dhar
S. S.
2020
Rapid catalytic degradation of malachite green by MgFe2O4 nanonparticles in presence of H2O2
.
Journal of Alloys and Comounds
828
,
154462
.
https://doi.org/10.1016/j.jallcom.2020.154462
.
Demiral
H.
&
Güngör
C.
2016
Adsorption of copper (II) from aqueous solutions of activated carbon prepared from grape bagasse
.
Journal of Cleaner Production
124
,
103
113
.
https://doi.org/10.1016/j.jclepro.2016.02.084
.
El-Bouraie
M.
2015
Removal of the malachite green (MG) dye from textile industrial wastewater using the polyurethane foam functionalized with salicylate
.
Journal of Dispersion Science and Technology
36
(
9
),
1228
1236
.
https://doi.org/10.1080/01932691.2014.964802
.
Eltaweil
A. S.
,
Mohamed
H. A.
,
El-Monaem
E. M. A.
&
El-Subruiti
G. M.
2020
Mesoporous magnetic biochar composite for enhanced adsorption of malachite green dye: characterization, adsorption kinetics, thermodynamics and isotherms
.
Advanced Powder Technology
31
(
3
),
1253
1263
.
https://doi.org/10.1016/j.apt.2020.01.005
.
Ghanbary
F.
&
Jafarnejad
E.
2017
Removal of malachite green from the aqueous solutions using polyimide nanocomposite containing cerium oxide as adsorbent
.
Inorganic and Nano-Metal Chemistry
47
(
12
),
1675
1681
.
https://doi.org/10.1080/24701556.2017.1357598
.
Gozálvez-Zafrilla
J. M.
,
Sanz-Escribano
D.
,
Lora-García
J.
&
Hidalgo
M. C. L.
2008
Nanofiltration of secondary effluent for wastewater reuse in the textile industry
.
Desalination
222
(
1–3
),
272
279
.
https://doi.org/10.1016/j.desal.2007.01.173
.
Hunger
K.
2003
Industrial Dyes Chemistry, Properties, Applications
.
Wiley-VHC
,
Germany
.
Inyinbor
A. A.
,
Adekola
F. A.
&
Olatunj
G. A.
2016
Kinetics, isotherms and thermodynamic modeling of the liquid phase adsorption of Rhodamine B dye on Raphia hookerie fruit epicarp
.
Water Resources and Industry
15
,
14
27
.
https://doi.org/10.1016/j.wri.2016.06.001
.
Karthikeyan
K.
,
Titus
A.
,
Gnanamani
A.
,
Mandal
A. B.
&
Sekaran
G.
2011
Treatment of textile wastewater by homogeneous and heterogeneous Fenton oxidation processes
.
Desalination
281
,
438
445
.
https://doi.org/10.1016/j.desal.2011.08.019
.
Kaveeshwar
A.
,
Revellame
E.
,
Gang
D. D.
&
Subramaniam
R.
2018
Adsorption properties and mechanism of barium (II) and strontium (II) removal from fracking wastewater using pecan shell based activated carbon
.
Journal of Cleaner Production
193
,
1
13
.
https://doi.org/10.1016/j.jclepro.2018.05.041
.
Khawaja
H.
,
Zahir
E.
,
Asghar
M. A.
&
Asghar
M. A.
2021
Graphene oxide decorated with cellulose and copper nanoparticle as an efficient adsorbent for the removal of malachite green
.
International Journal of Biological Macromolecules
167
,
23
34
.
https://doi.org/10.1016/j.ijbiomac.2020.11.137
.
Kumar
P. S.
,
Ramalingam
S.
&
Senthamarai
C.
2010
Adsorption of dye from aqueous solution by cashew nut shell: studies on equilibrium isotherm, kinetics and thermodynamics of interactions
.
Desalination
261
(
1–2
),
52
60
.
https://doi.org/10.1016/j.desal.2010.05.032
.
Li
Z.
,
Chen
K.
,
Chen
Z.
,
Li
W.
,
Biney
B. W.
,
Guo
A.
&
Liu
D.
2021
Removal of malachite green dye from aqueous solution by adsorbents derived from polyurethane plastic waste
.
Journal of Environmental Chemical Engineering
9
(
1
),
104704
.
https://doi.org/10.1016/j.jece.2020.104704
.
Lin
L.
,
Tang
S.
,
Wang
X.
,
Sun
X.
&
Yu
A.
2020
Adsorption of malachite green from aqueous solution by nylon microplastics: reaction mechanism and the optimum conditions by response surface methodology
.
Process Safety and Environmental Protection
140
,
339
347
.
https://doi.org/10.1016/j.psep.2020.05.019
.
Mahanta
D.
,
Madras
G.
,
Radhakrishnan
S.
&
Patil
S.
2009
Adsorption and desorption kinetics of anionic dyes on doped polyaniline
.
The Journal of Physical Chemistry. B.
113
(
8
),
2293
2299
.
https://doi.org/10.1021/jp809796e
.
Mahmoud
M. E.
,
Amira
M. F.
,
Seleim
S. M.
&
Mohamed
A. K.
2017
Adsorption isotherm models, kinetics study, and thermodynamic parameters of Ni(II) and Zn(II) removal from water using the LbL technique
.
Journal of Chemical & Engineering Data
62
(
2
),
839
850
.
https://doi.org/10.1021/acs.jced.6b00865
.
Melo
R. P. F.
,
Barros Neto
E. L.
,
Moura
M. C. P. A.
,
Castro Dantas
T. N.
,
Dantas Neto
A. A.
&
Oliveira
H. N. M.
2014
Removal of Reactive Blue 19 using nonionic surfactant in cloud point extraction
.
Separation and Purification Technology
138
,
71
76
.
https://doi.org/10.1016/j.seppur.2014.10.009
.
Melo
R. P. F.
,
Barros Neto
E. L.
,
Moura
M. C. P. A.
,
Castro Dantas
T. N.
,
Dantas Neto
A. A.
&
Oliveira
H. N. M.
2015
Removal of direct Yellow 27 dye using animal fat and vegetable oil-based surfactant
.
Journal of Water Process Engineering
7
,
196
202
.
https://doi.org/10.1016/j.jwpe.2015.06.009
.
Melo
R. P. F.
,
Barros Neto
E. L.
,
Moura
M. C. P. A.
,
Castro Dantas
T. N.
,
Dantas Neto
A. A.
&
Nunes
S. K. S.
2017
Removal of direct Yellow 27 dye by ionic flocculation: the use of an environmentally friendly surfactant
.
Journal of Surfactants and Detergents
20
,
459
465
.
https://doi.org/10.1007/s11743-497016-1913-9
.
Mohammed
N.
,
Grishkewich
N.
,
Berry
R. M.
&
Tam
K. C.
2015
Cellulose nanocrystal–alginate hydrogel beads as novel adsorbents for organic dyes in aqueous solutions
.
Cellulose
22
(
6
),
3725
3738
.
http://dx.doi.org/10.1007/s10570-015-0747-3
.
Nascimento
R. F.
,
Lima
A. C. A.
,
Vidal
C. B.
,
Melo
D. Q.
&
Raulino
G. S. C.
2020
Adsorption: Theoretical Aspects and Environmental Applications
.
UFC Publisher
,
Brazil
.
Noïk
C.
,
Bavière
M.
&
Defives
D.
1987
Anionic surfactant precipitation in hard water
.
Journal of Colloid and Interface Science
115
(
1
),
36
45
.
https://doi.org/10.1016/0021-9797(87)90006-3
.
Oyelude
E. O.
,
Awudza
J. A. M.
&
Twumasi
S. K.
2018
Removal of malachite green from aqueous solution using pulverized teak leaf litter: equilibrium, kinetic and thermodynamic studies
.
Chemistry Central Journal
12
(
1
),
1
10
.
https://doi.org/10.1186/s13065-018-0448-8
.
Ozacar
M.
&
Sengil
A.
2005
Adsorption of metal complex dyes from aqueous solutions by pine sawdust
.
Bioresource Technology
96
(
7
),
791
795
.
https://doi.org/10.1016/j.biortech.2004.07.011
.
Pan
X.
,
Zuo
G.
,
Su
T.
,
Cheng
S.
,
Gu
Y.
,
Qi
X.
&
Dong
W.
2019
Polycarboxylic magnetic polydopamine sub-microspheres for effective adsorption of malachite green
.
Colloids and Surfaces A: Physicochemical and Engineering Aspects
560
,
106
113
.
https://doi.org/10.1016/j.colsurfa.2018.10.014
.
Qu
W.
,
Yuan
T.
,
Yin
G.
,
Xu
S.
,
Zhang
Q.
&
Su
H.
2019
Effect of properties of active carbon on malachite green adsorption
.
Fuel
249
,
45
53
.
https://doi.org/10.1016/j.fuel.2019.03.058
.
Rajabi
M.
,
Mahanpoor
K.
&
Moradi
O.
2019
Preparation of PMMA/GO and PMMA/GO-Fe3O4 nanocomposites for malachite green dye adsorption: kinetic and thermodynamic studies
.
Composites Part B
167
,
544
555
.
https://doi.org/10.1016/j.compositesb.2019.03.030
.
Ramesh
A.
,
Hasegawa
W.
,
Sugimoto
W.
,
Maki
T.
&
Ueda
K.
2008
Adsorption of gold(III), platinum(IV), and palladium(II) onto glycine modified crosslinked chitosan resin
.
Bioresource Technology
99
(
9
),
3801
3809
.
https://doi.org/10.1016/j.biortech.2007.07.008
.
Romero-Cano
L. A.
,
Garcia-Rosero
H.
,
Gonzalez-Gutierrez
L. V.
,
Baldenegro-Pérez
L. A.
&
Carrasco-Marín
F.
2017
Functionalized adsorbents prepared from fruit peels: equilibrium, kinetic and thermodynamic studies for copper adsorption in aqueous solution
.
Journal of Cleaner Production
162
,
195
204
.
https://doi.org/10.1016/j.jclepro.2017.06.032
.
Sadiq
A. C.
,
Rahim
N. Y.
&
Suah
F. B. M.
2020
Adsorption and desorption of malachite green by using chitosan-deep eutectic solvents beads
.
International Journal of Biological Macromolecules
164
,
3965
3973
.
https://doi.org/10.1016/j.ijbiomac.2020.09.029
.
Salamat
S.
,
Hadavifar
M.
&
Rezaei
H.
2019
Preparation of nanochitosan-STP from shrimp shell and its application in removing of malachite green from aqueous solutions
.
Journal of Environmental Chemical Engineering
7
(
5
),
103328
.
https://doi.org/10.1016/j.jece.2019.103328
.
Sharifpour
E.
,
Dil
E. A.
,
Asfaram
A.
,
Ghaedi
M.
&
Goudarzi
A.
2019
Optimizing adsorptive removal of malachite green and methyl orange dyes from simulated wastewater by Mn- doped CuO- nanoparticles loaded on activated carbon using CCD- malachite green dye
.
International Journal of Biological Macromolecules
148
,
1130
1139
.
https://doi.org/10.1002/aoc.4768
.
Sirianuntapiboon
S.
,
Sadahiro
O.
&
Salee
P.
2007
Some properties of granular active carbon-sequencing batch reactor (GAC-SBR) system for treatment of textile wastewater containing direct dyes
.
Journal of Environmental Management
85
(
1
),
162
170
.
https://doi.org/10.1016/j.jenvman.2006.09.001
.
Srivastava
S. J.
,
Gupta
A. K.
,
Srivastava
P. K.
&
Abhinav
A.
2004
Acute toxicity of malachite Green to fingerlings of common carp, Cyprinus carpio
.
Biological Memoirs
30
(
2
),
120
121
.
Stellner
K. L.
&
Scamehorn
J. F.
1989
Hardness tolerance of anionic surfactant solution. 1. Anionic surfactant with added monovalent electrolyte
.
Langmuir
5
(
1
),
70
77
.
https://doi.org/10.1021/la00085a014
.
UCCC (University of California Committee of Consultants)
1974
Guidelines for Interpretations of Water Quality for Irrigation
.
Technical Bulletin, University of California Committee of Consultants
,
California, USA
, pp.
20
28
.
Verma
A. K.
,
Dash
R. R.
&
Bhunia
P.
2012
A review on chemical coagulation/flocculation technologies for removal of colour from textile wastewaters
.
Journal of Environmental Management
93
(
1
),
154
168
.
https://doi.org/10.1016/j.jenvman.2011.09.012
.
Verma
A.
,
Thakur
S.
,
Mamba
G.
,
Prateek
,
Gupta
R. K.
,
Thakur
P.
&
Thakur
V. K.
2020
Graphite modified sodium alginate hydrogel composite for efficient removal of malachite green dye
.
International Journal of Biological Macromolecules
148
,
1130
1139
.
https://doi.org/10.1016/j.ijbiomac.2020.01.142
.
Weber
W. J.
1984
Evolution of a technology
.
Journal of Environmental Engineering
110
,
899
917
.
https://doi.org/10.1061/(ASCE)0733-9372(1984)110:5(899)
.
White
R. L.
,
White
C. M.
,
Turgut
H.
,
Massoud
A.
&
Tian
Z. R.
2018
Comparative studies on copper oxide adsorption of graphene and functionalized graphene oxide nanoparticles
.
Journal of the Taiwan Institute of Chemical Engineers
85
,
18
28
.
https://doi.org/10.1016/j.jtice.2018.01.036
.
Wong
Y. C.
,
Szeto
Y. S.
,
Cheung
W.
&
McKay
G.
2003
Equilibrium studies for acid dye adsorption on chitosan
.
Langmuir
19
(
19
),
7888
7894
.
https://doi.org/10.1021/la030064y
.
Wu
F. C.
,
Tseng
R. L.
&
Juang
R. S.
2005
Comparisons of porous and adsorption properties of carbons activated by steam and KOH
.
Journal of Colloid and Interface Science
283
(
1
),
49
56
.
https://doi.org/10.1016/j.jcis.2004.08.037
.
Xie
Y.
,
Huang
J.
,
Dong
H.
,
Wu
T.
,
Yu
L.
,
Liu
G.
&
Yu
Y.
2020
Insight into performance and mechanism of tea polyphenols and ferric ions on reductive decolorization of malachite green cationic dye under moderate conditions
.
Journal of Environmental Management
261
,
110226
.
https://doi.org/10.1016/j.jenvman.2020.110226
.
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