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Review

Removal of Heavy Metals and Metalloids from Water Using Drinking Water Treatment Residuals as Adsorbents: A Review

by
Magdalena Wołowiec
1,*,
Małgorzata Komorowska-Kaufman
2,
Alina Pruss
2,
Grzegorz Rzepa
1 and
Tomasz Bajda
1,*
1
Faculty of Geology, Geophysics and Environmental Protection, AGH University of Science and Technology, al. A. Mickiewicza 30, 30-059 Krakow, Poland
2
Institute of Environmental Engineering, Poznan University of Technology, Faculty of Civil and Environmental Engineering, ul. Berdychowo 4, 60-965 Poznań, Poland
*
Authors to whom correspondence should be addressed.
Minerals 2019, 9(8), 487; https://doi.org/10.3390/min9080487
Submission received: 18 June 2019 / Revised: 7 August 2019 / Accepted: 13 August 2019 / Published: 14 August 2019
(This article belongs to the Special Issue Mineral Sorbents)
Browse Figure
Versions Notes

Abstract

:
Heavy metal contamination is one of the most important environmental issues. Therefore, appropriate steps need to be taken to reduce heavy metals and metalloids in water to acceptable levels. Several treatment methods have been developed recently to adsorb these pollutants. This paper reviews the ability of residuals generated as a by-product from the water treatment plants to adsorb heavy metals and metalloids from water. Water treatment residuals have great sorption capacities due to their large specific surface area and chemical composition. Sorption capacity is also affected by sorption conditions. A survey of the literature shows that water treatment residuals may be a suitable material for developing an efficient adsorbent for the removal of heavy metals and metalloids from water.

1. Introduction

Heavy metals are a group of trace elements that include metals and metalloids, such as arsenic, cadmium, chromium, cobalt, copper, iron, lead, manganese, mercury, nickel, tin, and zinc. They have a relatively high density of over 4 × 106 mg/L. The metal ions are known to contaminate the soil, atmosphere, and water systems and are poisonous even in very low concentrations [1]. There are two main sources of heavy metals in water—natural and anthropogenic. Natural sources comprise volcanic activities, soil erosion, activities of living organisms, and weathering of rocks and minerals, whereas anthropogenic sources include landfills, fuel combustion, street run-offs, sewage, agricultural activities, mining, and industrial pollutants, such as textile dyes [2]. Heavy metals are classified as toxic and carcinogenic, they are capable of accumulating in tissues and cause diseases and disorders (Table 1).
Contamination of aquatic systems is a serious environmental issue and therefore the development of an efficient and suitable technology to remove heavy metals from aqueous solutions is necessary. Several methods have been used to remove heavy metals from contaminated water. They include chemical precipitation [17,18], ion exchange [19,20], adsorption [21,22], membrane filtration [23,24], reverse osmosis [25,26], solvent extraction [27], and electrochemical treatment [28,29]. Many of these methods suffer from high capital and operational costs. Adsorption seems to be one of the best-suited methods, due to its high efficiency, low-cost, and ease of operation. Various adsorbents, such as carbon foam [30], activated carbon [31], zeolite [32], clay minerals [33,34], organic polymers [35], and biochar [36], and many waste materials, such as fly ash [37], reused sanding wastes [38], biomass [39], and water treatment residuals (WTRs) [40,41], have been used for the removal of heavy metals by adsorption. The most effective heavy metal adsorbents, especially for arsenic, are adsorbents based on metal oxides (Fe, Al, Mn oxides), such as WTRs, bog iron ores [42], ferrihydrite [43], goethite [44], layered double hydroxide (LDH) [45], Sn/Ti-Mn binary metal oxides [46,47], Al/Fe oxide-oxyhydroxide composite powders [48], and red mud [49].
Using waste products as adsorbents provides many benefits. It decreases the cost of removing metals from water, as well as being conducive to decreasing amounts of residuals which are accumulated in the environment.
WTRs, sometimes referred to as water treatment sludge or waterworks sludge, are by-products generated by drinking water treatment plants. Each year, several million tons of WTRs are produced [50,51,52,53,54]. Their disposal is problematic and expensive due to environmental restrictions and has provided the impetus for research into their reuse [55]. Proper handling of huge amounts of WTRs in an economical and environmentally friendly manner is, therefore, a very significant issue. The feasibility of managing WTRs is determined by their chemical composition and properties, which are diversified due to the wide variation in the type and chemical composition of raw water, geology, and hydrogeology of the intake area, as well as water treatment technology.
In recent years, an increasing number of studies have addressed the use of WTRs to remove pollutants from aqueous solutions. Most of the research is focused on the precipitation of phosphorous from wastewater [56,57]. Researchers indicate that WTRs are characterized by good sorption properties [51,58,59,60,61]. The aim of the present research was to present a review of the studies that have evaluated WTRs as heavy metals sorbents.

2. Materials and Methods

2.1. Materials

In this review, the authors provide collected researches concerning the sorption capacity for heavy metals and metalloids of post-coagulation residuals of surface water treatments (SWTRs) and residuals of deironing and demanganization processes of groundwater treatments (GWTRs) as there is no similar review. The comparison of research is crucial due to the necessity to find the most effective methods of using sludges as sorbents. The authors reviewed publications describing the characteristics and sorption properties of SWTRs or GWTRs. They focused on the research papers reported within 10 years as there is also an increase in interest in the use of sludge from water treatment. The methodology and parameters of sorption and results as a function of time, pH, sorbent dose, initial concentration, and temperature were presented. Additionally, the parameters at which the sorption was most effective were indicated. The authors compared the sorption values of individual heavy metals and metalloids on SWTRs and GWTRs. They also described the part of their research on the sorption capacity of heavy metals and metalloids on GWTRs.

2.2. Authors’ Research

GWTRs generated as a by-product of the deironing process of underground water were used in the experiments. The sample was collected from a water treatment station in Wielkopolska Voivodship, Poland. Samples of GWTRs were dried and ground in a mortar and sieved using a 1 mm sieve to remove large particles. The phase composition was determined by X-ray powder diffraction (RIGAKU SmartLab Diffractometer, RIGAKU, Tokyo, Japan). To observe the surface and performing microanalyses the electron microscopy using a variable pressure field emission scanning electron microscope (FEI Quanta 200, Graz, Austria) was used. The SBET was determined from N2 gas adsorption/desorption isotherms at 77 K after outgassing for 12 h at 373 K using an ASAP 2020 apparatus (Micrometrics, Norcross, GA, USA).
Static sorption experiments were carried at a Liquid to Solid (L/S) ratio equal to 1:20 (5 mL solution + 100 mg sample). The reaction time was 24 h. The pH of the stock solution was not regulated. The experiments were conducted at room temperature. The influence of Cd(II), Pb(II), Zn(II), Cu(II), Cr(III), Cr(VI) and As(V) concentration (0.1, 1, 10, and 100 mM/L) on the sorption capacity was investigated. The source of ions was analytical grade reagents: Cd(NO3)2∙4H2O; Pb(NO3)2; Zn(NO3)2∙6H2O; CuN2O6∙3H2O; K2Cr2O7; CrN3O9∙9H2O; Na2HAsO4∙7H2O, respectively. The concentrations of selected heavy metals and metalloids in an equilibrium solution was analyzed by atomic absorption spectroscopy (AAS) (SavantAA GBC Scientific Equipment, Braeside, Australia) and UV-Vis spectrophotometry (Hitachi U-1800, Berkshire, UK).

3. Material Characterization

In this review, some SWTRs and GWTRs were compared. The chemical composition and properties of the WTRs are diversified and depend on their origin (surface or groundwater) and chemical composition of the treated water and/or methods and materials used for water treatment.

3.1. Post-Coagulation Residuals

Usually, surface water carries suspended and colloidal solids, organic compounds, and other contaminants. Water treatment includes processes, such as coagulation, flocculation, sedimentation, and filtration, for the removal of color, turbidity, and other contaminants. The most common coagulants are iron salts (e.g., FeCl3∙6H2O; FeCl2; FeSO4∙7H2O; Fe2(SO4)3∙7H2O) and aluminum salts (e.g., Al2(SO4)3∙18H2O; AlCl3; Na2Al2O4) [62]. Aluminum salts are preferred for water treatment. They hydrolyze in water to aluminum hydroxide and then the colloidal and suspended contaminants are removed by charge neutralization, sweep floc mechanism, and adsorption onto hydroxide precipitates [63]. Sludges generated from surface water treatments are called post-coagulation residuals and their composition depends on the coagulant used—iron (Fe-SWTRs) or aluminum (Al-SWTRs) [59]. Al-SWTRs are composed mainly of aluminum oxide, whose content in the sludge varies in the range 14.5–46.0% [64,65,66]. A major component of Fe-SWTRs is iron oxide varying in weight fraction from 15.5% to 26% [55]. Significant amounts of SiO2 (26.2–41.8%) are also present in both types of SWTRs [55,64]. The content of organic substances can even reach 25% [67].
The elemental composition of SWTRs is shown in Table 2. The main elements of SWTRs generated during surface water treatment are Al and (some) Fe, which are components of coagulants [41]. With an increase in the coagulant dosage, the amounts of Al and Fe also increase. A high organic carbon (C) content comes from organic compounds removed from the water or from activated carbon used for treatment [4,68]. Significant concentrations of Ca, Mn, and Mg are also present as are heavy metals in low concentrations. For example, in the case of Al-SWTRs, concentrations of Cu, Zn, Cr, Cd, Pb, and As are 0.005–0.007, 0.009–0.011, 0.008–0.039, 0.001–0.028, 0.005–0.008, and 0.013–0.037 mg/L, respectively [69]. Using WTRs as adsorbents, the materials should be considered as non-toxic wastes. As previous research shows, the release of metals from WTRs is negligible and therefore, they are non-toxic wastes [59,70]. Zhou and Haynes [68,69] also conducted leaching test. resulting in very low Cu, Zn, Cr, Cd, Pb, and As concentration in the leachate, below the respective USEPA (United States Environmental Protection Agency) regulatory guidelines for toxic wastes [71].
Scanning electron microscopy (SEM) analysis shows that Fe- and Al-SWTRs are heterogeneously mixed particles with irregular shapes and a variable pore diameter (0.6–4.3 nm), which prospectively guarantee a highly reactive surface that favors the sorption [41,52]. X-ray diffraction (XRD) patterns show that post-coagulation residuals are amorphous and poorly ordered. However, some Fe-SWTR samples have peaks attributed to small amounts of crystalline Fe-(hydr)oxides [4]. Analysis similarly shows that Al-SWTRs contain quartz, calcite, feldspar, and sometimes illite/smectite and kaolinite as well [72].

3.2. Groundwater Treatment Residuals

In most cases, groundwater is treated to remove iron and manganese. This is achieved by aeration and filtration [54]. The soluble Fe(II) form is oxidized to the insoluble Fe(III) form and the flocs are captured on the filter bed [67]. Further oxidation of Fe and Mn takes place in the filter bed, enhancing filter effectiveness. As long as there are no other pollutants in the water, no additional chemicals need to be used in this process [53,74,75,76]. The filters are periodically backwashed, and the contaminants retained in the filter bed during the water purification process are washed away and collected in a clarifier. These pollutants settle and form sediments in the clarifier and the resulting sludge is known as the residual from deironing and demanganization of ground or infiltration water (Fe/Mn-GWTRs) [74,75,76,77]. The main components of Fe/Mn-GWTRs are iron and manganese compounds, especially oxides [54,67]. Fe/Mn-GWTRs contain iron oxides (24.3%), manganese oxides (5.35%), organic carbon (5.3%), and inorganic carbon (0.73%) [40].
Fe, at a concentration of 300 mg/g, is the main component of WTRs generated by groundwater treatment processes [57]. A significant amount of Ca is also present. The concentration of these metal ions appears to be influenced by the quality of raw water. The WTRs also contain low concentrations of heavy metals [40].
A typical SEM image and XRDpattern of WTRs are given in Figure 1. The samples of GWTRs reveal a typical microcrystalline-organogenic microstructure, with small carbonate crystals embedded within substantial cryptocrystalline aggregated iron oxyhydroxides. The particles have irregular surfaces with edges. The residuals are poorly crystalline, just like Al/Fe-GWTRs; however, the two-line ferrihydrite can be noted. The low-intensity XRD peaks are indicative of quartz and calcite. All GWTRs presented in this research [40,53,61] show a similar phase composition, indicating that sludge are rather amorphous material; the only crystalline mineral that was found was quartz [40].

3.3. Physicochemical Properties and Textural Parameters

Some properties of the residuals, such as textural parameters and chemical composition, influence the sorption capability.
The residuals exhibit a wide range of specific surface area values, which depend on different factors. As can be seen, typical surface water treatment residuals display relatively high specific surface areas in the range of 80 to 100 m2/g (Table 3), when only Al and Fe salts are added. An addition of activated carbon increases the specific surface of the sludge. The particle size is extremely significant for the specific surface area. Caporale et al. [4] noted that decreasing WTRs’ particle size in the range 1000–590 µm to below 125 µm increased the surface area of the sludge by almost 80% in the case of Fe-WTRs. Residuals from groundwater treatment displayed similar values of surface area: 120–170 m2/g.
The structure and chemical composition of, especially, the metal oxides in WTRs, because of their heterogenous nature with irregular shapes and a variable pore diameter, provide acceptable sorption properties. A key factor is that the residuals are dominated by amorphous oxides, which increase sorption capabilities in comparison to materials composed of more crystalline forms [78].

4. Results

4.1. Adsorption Capacity of Post-Coagulation Residuals

Ippolito et al. [72] showed that Al-SWTRs were a good selenium adsorbent. In 100 mL of 0.05 M NaCl solution, 2.5 g SWTRs was mixed with an appropriate amount of Na2SeO4 or Na2SeO3 to provide an Se(IV) and Se(VI) concentration of 60 mg/L. They stated that pH did not affect the adsorption of selenate and selenite. Al-SWTRs adsorbed Se(VI) and Se(IV) in amounts of 1.4 to 2.1 mg/g and 1.4 to 1.95 m/g, respectively. Se(VI) adsorbed on the Al-SWTRs occurred as outer sphere complexes, while Se(IV) created inner-sphere complexation. The absence of inner-sphere complexation in case of Se(VI) implies that iron hydroxide impurities in Al-SWTRs have limited impact on Se(VI). In the 5–8 pH range, Se(IV) was reduced to Se(0). The adsorption was governed by the mixture of clay minerals and amorphous aluminum oxides.
Siswoyo et al. [73] showed that SWTRs are a good cadmium(II) adsorbent. Different doses of the adsorbent were added to 50 mL of Cd(II) solution at different concentrations. The effect of pH and time was evaluated. The maximum sorption capacities were 5.3 and 9.2 mg Cd/g, according to the Langmuir adsorption model. The SWTRs were strongly dependent on the pH of the solution. The removal efficiency of Cd(II) increased with the pH of the solution due to a decrease in H+ on the surface, which results in less repulsion with the metal ions [79]. The favorable pH was in the range of 6.0 to 8.0. The amounts of adsorbed Cd(II) increased with an increase in the adsorbent dosage due to the greater accessibility of the surface area or binding sites [80,81]. The Cd(II) adsorption capacity increased rapidly for 30 min and then become constant until 24 h of shaking. The feasible mechanism of cadmium ion adsorption on STWRs is the ion exchange model [82].
The capability of SWTRs for removing mercury was reported by Hovsepyan and Bonzongo [59]. Commercial Hg(NO3)2 were used to prepare Hg(II) solutions with different concentrations for batch sorption experiments. The solutions were kept in contact with dry Al-SWTRs in a 3:5 ratio. The maximum sorption capacity achieved was 79 mg Hg/g according to the Langmuir equation. Sorption isotherms indicated a strong affinity of Hg(II) for Al-SWTRs. The highest Hg(II) removal efficiency was at pH 3.0 and the lowest at 5.0. The equilibrium was achieved in about 32 h. The best-fit equation for sorption kinetic data was a pseudo-first-order model, while use of the Weber–Morris and Bangham models indicated that the intraparticle diffusion might be the rate-limiting step for the Hg(II) immobilization on Al-SWTRs. The authors noted that further research concerning sorption mechanisms and the long-term stability of the created Hg with Al-SWTRs complexes is needed.
Though several studies have demonstrated the ability of SWTRs to efficiently sorb metal ions from aqueous solutions, the mechanisms of metal sorption are still not fully understood. Quiñones et al. [52] carried out research on the sorption of mercury cations by Al-SWTRs and focused on the sorption mechanisms. They used a flooding technique followed by wet and dry cycles to prepare Hg-spiked Al-SWTR samples. A known amount of Al-SWTRs is brought into contact with an HgCl2 solution at a 1:4 ratio. Three different types of Al-SWTRs samples were prepared. Different methods were used to determine the binding mechanisms of Hg(II) and Al-SWTRs. A significant fraction of the added Hg was found to be locked in the residual fraction and was not mobile under natural environmental conditions. The organic Hg(II) fraction of Al-SWTRs, after the spiking and aging, was found to be prone to methylation by bacteria. However, there was significant immobilization of Hg(II) by Al-SWTRs due to its binding to oxygen donor atoms of mineral ligands. Quiñones et al. [52] have also suggested that the use of additional methods, such as XANES (X-ray Absorption Near Edge Structure) and EXAFS (Extended X-ray Absorption Fine Structure), is necessary to explain the different bonds between Hg(II) and electron donors more precisely.
Jiao et al. [41] reported SWTRs as effective cobalt(II) adsorbents. Batch adsorption experiments were carried out by agitating 0.5 g of SWTRs with 30 mL aqueous solution containing 0 to 800 mg/L of Co(II) on a shake table at a constant temperature of 25 °C. The sorption of Co(II) followed pseudo-second-order kinetics. Moreover, 90% of the equilibrium sorption capacity has been reached within the first 12 h. The adsorption of Co(II) was a two-step process [83]- quick adsorption of Co(II) on the external surface and possible slow intraparticle diffusion in the interior of the SWTR particles. The sorption isotherm was well-fitted by the Langmuir model. The maximal adsorption capacity reached 17.307 mg/g. Co(II) removal was enhanced with increasing pH; this trend might be explained due to the changes in the surface charge characteristics of the SWTRs with pH [84]. Adsorption is a spontaneous endothermic process. During desorption of Co(II), only minimal amount of compound was desorbed, and the process was strongly dependent on pH. Decreasing pH values might enhance Co(II) desorption. According to the FTIR analysis, the possible sorption mechanism is the formation of inner or outer sphere complexes between adsorbed Co(II) and the surface hydroxyl groups existing on the surface of the SWTRs.
Zhou and Haynes [69] examined other Al-SWTRs for Pb(II), Cr(III), and Cr(VI) removal. Metal solutions of Pb(NO3)2, Cr(NO3)3, and Na2CrO4, with the desired metal concentration, were prepared in 0.01 M NaNO3 solution. A measured amount of sludge was weighed into 50 mL centrifuge tubes and 10 mL of 0.01 M NaNO3 was added. Adsorption capacity was highly dependent on the initial metal ion concentration, initial pH, and dosage. Adsorption of all compounds increased with an increasing equilibrium concentration of the adsorbate. Cr(III) and Pb(II) were preferably adsorbed at pH 6.0 to 9.0, which is typical for heavy metal cations [85], whereas Cr(VI) was adsorbed most effectively at pH 2.0–4.0. It was found that equilibrium was reached in 120 min and 90% of maximum sorption had occurred. The higher the adsorbent dose was, the higher the amount of adsorbed metal ions due to an increase of the surface area and number of adsorption sites. Adsorption increased with an increasing temperature between 20 and 50 °C, suggesting that sorption is an endothermic process. The sorption isotherm was well fitted to the Freundlich and Langmuir equations. The maximum adsorption capacities of Pb(II), Cr(III), and Cr(V) were 53.87–62.16 mg/g, 19.24–26.52 mg/g, and 10.92–11.44 mg/g, respectively. Kinetic data was correlated to a pseudo-second-order kinetic model for Cr(III) and Pb(II), implying that chemisorption was the rate-limiting step to sorption [86].
Makris et al. [87] were one of the first groups to deal with arsenic sorption onto Fe-SWTRs and Al-SWTRs. As sorption capacities of the WTRs were determined in batch equilibrium studies. Stock standard solutions were prepared in 0.01 M KCl. The pH was adjusted to 6.0. An initial screening study was performed to evaluate the effectiveness of both SWTRs in removing As from the solution at a fixed solid solution ratio (1:10). Detailed experiments were conducted to determine the effect of the solid-solution ratio and time; pH was not controlled. Al-SWTRs sorbed greater amounts of As(V) than Fe-SWTRs (1.88–15 mg/g); however, As(III) was more preferably removed by Fe-SWTRs (7.5–15 mg/g). Al-SWTRs had greater sorption capabilities due to the higher specific surface area. Additional spectroscopic analysis should be conducted to explain the differences in As(III) and As(V) sorption. The sorption isotherm was well fitted to the Freundlich equations. Sorption of As(III) and As(V) was a biphasic process. The beginning of the sorption was rapid; within the first hour, 98% of the compound was removed, followed by a slower sorption rate. Kinetic data was correlated to a pseudo-second-order kinetic model.
Zhou and Haynes [68] again examined Al-SWTRs for As(III), As(V), Se(IV), and Se(VI) removal. Metal solutions of NaAsO2, Na2HAsO4, Na2SeO3, and Na2SeO4 with the desired metal concentration were prepared in 0.01 M NaNO3. Materials and methodology were identical to those presented by Zhou and Haynes [69]. Adsorption was strongly dependent on the pH. The adsorption decrease was rapid above pH 4.0 for Se(VI), above pH 5.0 for Se(IV), and above pH 6.0 for As(V). Adsorption of As(III) increased with increasing pH up to pH 9.0, then decreased. The sorption isotherm was well fitted to the Freundlich and Langmuir equations. The As(III), As(V), Se(IV), and Se(VI) maximum adsorption capacities were 18.73, 20.98, 22.11, and 11.05 mg/g, respectively. Kinetic data were correlated to a pseudo-second-order kinetic model. The adsorption was rapid; equilibrium occurred after 120 min. Chemisorption was the rate-limiting step for adsorption. The study demonstrated that the metals were strongly bonded to the sludge surface and so they could not be easily leached from the material.
Caporale et al. [4] reported another As-adsorbing Al-SWTRs and Fe-SWTRs. The authors investigated the effect of the particle size of adsorbents on sorption. Four samples of Al-SWTRs and Fe-SWTRs with different particle sizes were obtained. The solution volume was adjusted to 20 mL with 10 mmol/L KCl and the initial SWTRs-solution ratio was fixed at 5 g/L. The effects of pH (3.0–9.0) was investigated. The equilibrium data was well fitted to the Langmuir equation. As(III) was more preferably sorbed than As(V) by Fe-WTRs, whereas As(V) was more willingly sorbed than As(III) by Al-SWTRs. Because of their higher surface area, the Al-SWTRs were more effective sorbents. More efficient removal of As was achieved by decreasing the SWTRs’ particle size. The specific surface area of the smallest particles of Fe-SWTRs and Al-SWTRs increased by 137 and 123 m2/g, respectively. The maximum adsorption capacities of Fe-SWTRs and Al-SWTRs with particle sizes <125 µm were 11.21 and 40.24 mg/g for As(III) and 9.19 and 49.98 mg/g for As(V). However, the effect of the particle size was more evident in the case of Fe-SWTRs than Al-SWTRs. It might be caused by a large increase in the surface area of SWTRs containing Fe corresponding to the decrease in particle size. The highest sorption of As(III) and As(V) by Al-SWTRs was noted at pH 6.0 to 7.0, whereas the adsorption capacity of Fe-SWTRs seemed to be independent of pH.
Other As(V) adsorbing SWTRs were reported by Elkhatib et al. [3]. They synthesized WTRs on a nanoscale (nSWTRs), with particle sizes <100 nm. Adsorption studies were conducted at pH 7.2 and the effect of pH, time, dosage of nSWTRs, and the initial concentration was determined. As(V) adsorption was highest at pH 3 (88%) and the least at pH 11 (14.9%), due to the increase in the coulomb repulsive force between the surface of SWTRs and As(V) as the solution pH increases [70]. The equilibrium data was well-fitted to the Langmuir and Temkin models. Adsorption of As(V) was biphasic, consisting of a rapid sorption followed by much slower sorption phase. The maximum As(V) sorption capacity reached was 50 mg/g. nSWTRs achieved a higher maximum sorption capacity than µWTRs (<51 µm) and mWTRs (2 mm). A possible mechanism for As(V) sorption was the formation of bidentate (adsorption of arsenate ions onto iron hydroxides) and monodentate (adsorption of As(V) onto aluminum hydroxides) surface complexes. The power function model best described As(V) adsorption on nSWTRs. The results of the desorption process point to the stability of As-SWTRs surface complexes.

4.2. Adsorption Capacity of Groundwater Treatment Residual

Wu et al. [61] reported the possible usage of Fe-based backwashed sludge for arsenite removal from water. In the sorption study, 0.06 g of GWTRs was added to 100 mL of As(III) solution with different initial concentrations. The maximum adsorption of As(III) reached was 59.7 mg/g, according to the Langmuir model. The As(III) removal efficiency was strongly dependent on the solution pH, with the best results obtained for pH 8.0. The subsequent increase of pH led to decrease of sorption effectiveness due. It could be assigned to the electrical repulsion between GWTRs and As(III) anions [88]. Higher adsorbent dosages resulted in higher As(III) removal efficiency. The removal of As(III) increased rapidly in the first 1 h, however, equilibrium adsorption was reached after 18 h. The kinetic data correlated with both the Elovich model and the power model. Adsorption was an endothermic process, which is in line with other researches [41,69]. The removal of As(III) by GWTRs was mainly controlled by adhesion and ligand exchange between the As species and sulfate. Desorption results show that As(III) may be released only at strong alkali metals or high phosphate concentrations.
Ociński et al. [40] studied the As(III) and As(V) adsorption properties of the WTRs generated during the deironing and demanganization processes of infiltration water. Adsorption studies were carried out in a batch regime. As solutions were brought in contact with the GWTR powder in a 100 or 250 cm3 conical flask. The effect of pH, initial concentration of As(III) and As(V), and time was evaluated. The maximum adsorption capacity determined by the Langmuir isotherm equations reached 132 mg/g for As(III) and 77 mg/g for As(V). The explanation of this trend is the oxidation of As(III) to As(V) accompanied with reductive dissolution of iron and manganese oxides. A significant factor for the sorption process is the presence of iron oxyhydroxides and humic substances in the residuals. The As(III) and As(V) removal efficiency was strongly dependent on the solution pH, with the best results obtained at pH 4.0, and a slight decrease in adsorption observed at pH 10.0. The removal of arsenic species was a rapid process and 90 min was required to remove 80% of the contaminant. Kinetic studies revealed two-step chemisorption of inner-sphere As(III) complexes. As(V) adsorption was controlled by external and intraparticle diffusion. Attempts were made to regenerate the GWTRs, but the values of desorption were low.
Ong et al. [89] evaluated the nickel ion adsorption capability of GWTRs. The effects of varying solution pH, initial nickel concentration, and contact time were investigated. The results showed that the pH (4.5 to 7.5) had no influence on Ni(II) removal. The maximum sorption capacity was 11.6 mg/g. The sorption isotherm was well-fitted to Freundlich equations. Sorption capacity increased with an increasing initial concentration. The equilibrium was achieved after 120 min. Sorption kinetic data was best-fitted to a pseudo-second-order adsorption kinetic model, indicating that chemisorption which is associated with the formation of a covalent bond through the exchange or sharing of electrons between metal ions and the binding sites of the adsorbent, was the dominant process [90].
We also conducted similar research, including batch sorption experiments of selected heavy metals and metalloids. The details concerning the methodology of the sorption experiments are in Section 2.2. The maximum amounts of removed Cr(III), Cr(VI), As(V), Cd(II), Pb(II), Zn(II), and Cu(II) were 22.3, 51.3, 24.8, 4.8, 92.7, 19.2, and 31.2 mg/g, respectively. The removal efficiency was strongly dependent on the initial metal concentration, which is a common trend in all presented researches. The sorption efficiency at the initial concentration of 100 mM/L was on average, 300 to 500 times higher than at a concentration of 0.1 mM/L. Cd(II) was the least adsorbed compound, while Pb(II) was the best adsorbed. Due to the relatively high adsorption capacity of GWTRs toward all heavy metals and metalloids, the aim of further studies will be to measure the effect of pH, temperature, and time of reaction on sorption capacity.

5. Discussion

Table 4 shows the comparison of the specific surface area of all WTRs that are described in this paper, as well as their favorable adsorption test conditions. It is evident that sorption capacity depends on many different factors, such as the nature of sorbent surface, the properties of the sorbents, and the experimental conditions. WTRs create particles with irregular surfaces and edges, which provide WTRs with a highly reactive surface for sorption metals [52]. Sorption capacity also depends on the particle size of WTRs. The smaller particle size and therefore the higher surface area and the greater amounts of heavy metals and metalloids being sorbed. This trend was caused by an increasing surface area. Therefore, it is impossible to compare all these results, as the presented researches differ in sorption conditions and methodology.
As the results [4,40,61,68,87] showed, GWTRs exhibited better sorption capacity for As(III) and As(V) than SWTRs. The reason might be a higher concentration of iron and manganese oxides as well as a well-developed specific surface area [40,91]. However, in case of SWTRs, Al-SWTRs samples sorbed greater amounts of As(III) and As(V) than Fe-SWTRs. It might be explained by a higher surface area and higher organic matter content in Al-SWTRs. Fe-SWTRs was better sorbent in the case of As(III) than As(V), whereas more As(V) was sorbed by Al-SWTRs [4,87]. Se(IV), Se(VI), Cr(III), and Cr(VI) were removed in similar amounts. Among the cations, Hg(II) and Pb(II) were best sorbed, and Cd(II) and Ni(II) the least. However, the reason may be simply different sorption coditions. In most cases, sorption processes were dependent on pH and the best results were obtained for pH 6.0 to 7.0. Adsorption of the metal cations, (Pb(II), Cd(II), Co(II), and Ni(II)), on WTRs depends on pH, with an increasing pH of the solution the removal efficiency was higher [41,69,73,89]. It might be explained by the fact that metal ions form complexes with acidic functional groups in the sorbent [92]. In case of decreasing pH, protons compete with metal ions for the binding sites on the WTRs surface and the protons decrease the negative charges [73,79]. In case of anions, the lower pH favored the sorption capacity [3]. However, as Wu et al. [61] noted As(III) was favorably sorbed with pH 8.0. The further increase of the pH led to a decrease of As(III) removal and it could be attributed to the electrical repulsion force between GWTRs and As(III) anions. The most common sorption mechanism of metals and metalloids on WTRs was chemisorption, which involves an exchange between metal anions/cations and surface ligands and the formation of a covalent with the surface [85]. In most references, the sorption kinetic increased up to 120 min of experiments then decreased. Sorption of the described metals and metalloids was biphasic. The immediate sorption phase was followed by a much slower sorption phase. The rapid sorption might be due to the availability of active adsorption sites [3]. In almost all experiments, sorption capacity increased with an increase in the initial pollutant concentration. The sorption efficiency increased with increasing doses of adsorbent. This is assigned to the increasing surface area and number of adsorption sites with an increasing dose [69]. Temperatures were in the range of 23 to 25 °C, showing that the processes had been carried out at room temperature. However, sometimes the sorption process was more efficient in a higher temperature (20–50 °C), suggesting that sorption onto WTRs’ surface is an endothermic process. This trend is noted for specifically adsorbing ions, which result in activation of the adsorbent surface [69,93]. Desorption has not been successful, only low values of contaminants were desorbed, and waste can be safely stored. For example, As(III) may be released only at strong alkali or high phosphate concentrations [61].

6. Conclusions

The pollution of surface and groundwater with heavy metals is a major issue worldwide, and the development of suitable technology to remove heavy metals from the aqueous solutions is necessary. WTRs have a surprisingly good sorption capacity for different compounds, especially heavy metals and metalloids. The comparisons of sorption properties of various WTRs is difficult because of incoherence in the data, such as different chemical compositions of the treated water, various coagulants used, sorbent preparation, and testing methods. However, in most studies, the sorption efficiency was dependent on the pH of the solution, reaction time, temperature, and initial metal concentration in the solution. Decrease in particles size enhanced sorption properties due to increases in the specific surface area. The presence of iron and/or aluminum oxides was an important factor in the sorption process. WTRs are waste materials that can be used as low-cost, safe, and effective adsorbents for the removal of heavy metal cations and anions from polluted water. GWTRs, containing high iron and manganese oxides can be used to remove arsenic. As almost all of the publications presented above have proven, there are still many gaps in the knowledge about WTRs and their sorption properties. More research is required on the sorption mechanism, the desorption process as well as the long-term stability of formed metal–WTRs complexes. Sorption experiments of mixtures of selected compounds need to be carried out.

Author Contributions

T.B. designed and supervised the project; M.W. performed part of the experiments from this review, analyzed the data, and wrote this paper. T.B., M.K.-K., A.P., and G.R. submitted comments and corrected it.

Funding

This research was funded by the National Science Centre, Poland Grant No. 2017/27/N/ST10/00713 and PUT research project 01/13/DSPB/0891.

Conflicts of Interest

The authors declare no conflict of interest. The funders had no role in the design of the study; in the collection, analyses or interpretation of data; in the writing of the manuscript and in the decision to publish the results.

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Minerals 09 00487 g001 550
Figure 1. Water treatment residuals (a) SEM image; (b) X-ray diffraction pattern (author’s materials).
Figure 1. Water treatment residuals (a) SEM image; (b) X-ray diffraction pattern (author’s materials).
Minerals 09 00487 g001
Table
Table 1. Comparison of selected heavy metals, their anthropogenic sources, provisional maximum tolerable daily intake (PMTDI) according to WHO, and symptoms and diseases.
Table 1. Comparison of selected heavy metals, their anthropogenic sources, provisional maximum tolerable daily intake (PMTDI) according to WHO, and symptoms and diseases.
Heavy MetalAnthropogenic SourcesPMTDI (mg/L)Symptoms and DiseasesReferences
AsPesticides, biosolids, disposal of industrial wastes, mining activities, feed additives, insecticides, ceramics, veterinary medicine, metallurgy, herbicides, electronic components, electrical generation, tanning, and textile0.01Arsenicosis, cancers of the bladder, skin, lungs, and kidneys[3,4]
CdPetroleum refining, electroplating and alloying industry, nickel–cadmium batteries, coal combustion, plastic stabilizers0.003Emphysema, hypertension, nephropathy, diabetes mellitus, skeletal malformation[5]
CrPigments, chemicals, electroplating, coasting operations, wood treatment, data storage, textiles and leather tanning, metallurgy0.05Allergic reactions, skin rash, nose irritations, nosebleed, ulcer, weakened the immune system, genetic material alteration, kidney and liver damage, cancer[6,7]
CoPreparation of semiconductors, nuclear medicine, enamel and painting on glass, grinding wheels, porcelain, hydrometers, electroplating, aerospace materials, Li-ion batteries0.002Paralysis, diarrhea, lung irritation, bone defects, low blood pressure, genetic changes in cells[8]
CuMining operations, chemical, and pharmaceutical equipment, kitchenware, paper manufacturing1.5Menkes, Wilson, Alzheimer’s, Parkinson’s diseases, damages for eye and liver, vomiting, cramps, convulsions[9]
FeIron and steel industries, mining, metal corrosionNo guidelineHemochromatosis, eyes disorder, cancer, and heart diseases[10]
PbFuels, manufacturing of electronic products, metal processing, painting pigments, electroplating, leather tanning and mining0.01Reproductive system damage, central nervous system damage, liver and kidneys diseases[11]
HgMining operations, tanneries, dental filling, solders, Hg vapor lamps, metal plating facilities, amalgamation, catalysts, pharmaceuticals, rectifiers, fungicides0.001Kidneys, lungs and eyes diseases, skin dermatitis, nervous system dysfunction[12]
MnCorrosion of iron pipes, production of manganese steels, ferromanganese alloys0.5Lethargy, tremors, psychological disturbances, respiratory infections[13]
NiNickel steel, non-ferrous alloys, superalloys, electroplating, alnico magnets, coinage, microphone capsules, rechargeable batteries, plating on plumbing fixtures, catalysts, dental and surgical prostheses0.02Anemia, diarrhea, encephalopathy, hepatitis, lung and kidney damage, gastrointestinal distress, pulmonary fibrosis, renal edema, skin dermatitis, central nervous system dysfunction.[14,15]
ZnBatteries, pigments, Zn alloys, rubber industry, chemical industry, paints, cans, anti-corrosion coating3Depression, lethargy, respiratory incapacitation, appetite loss, diarrhea, headaches[16]
Table
Table 2. The concentration of selected elements in the post-coagulation water treatment residuals. (PAC—polyaluminum chloride, AC—activated carbon).
Table 2. The concentration of selected elements in the post-coagulation water treatment residuals. (PAC—polyaluminum chloride, AC—activated carbon).
Water OriginWater Treatment ProcessChemical Composition
(mg/g)		References
FeAlCaMnMgC
Surface waterFe and Al coagulation71.262.718.92.92.4-[41]
Al coagulation17.874.715.70.84.5-[72]
Al coagulation23.9122.00.4-0.2103.0[69]
Al coagulation + AC17.273.50.4-1.8346.0
Al coagulation4.095.3---243.0[4]
Fe coagulation161.01.2---155.0
Al coagulation (PAC)17.563.6-1.21.2-[73]
Al coagulation + AC (PAC)11.553.3-1.42.3-
GroundwaterAeration +
pre-chlorination +
Al coagulation +
filtration		26.0–90.0105.0–144.03.2–3.60.03–1.10.2–2.3-[57]
Table
Table 3. Comparison of some physical properties of WTRs (water treatment residuals). (PAC—polyaluminum chloride).
Table 3. Comparison of some physical properties of WTRs (water treatment residuals). (PAC—polyaluminum chloride).
Water OriginWater Treatment ProcessParticle SizeSpecific Surface Area (m2/g)pHReferences
Surface waterAl & Fe coagulation<165 µm817.6[41]
Al coagulation<125 µm976.8[69]
Al coagulation + AC<125 µm2906.5
Al coagulation<125 µm4355.5[4]
Fe coagulation<125 µm2176.1
Al coagulation (PAC)<1 mm505.6[53,73]
Al coagulation + AC (PAC)<1 mm4135.6
GroundwaterNo reagents<1 mm120-[40]
No reagents<60 µm1527.0[61]
No reagents<1 mm170-This study
Table
Table 4. Main characteristics and uptake capacities of WTRs for heavy metals and metalloids removal (SSA—specific surface area).
Table 4. Main characteristics and uptake capacities of WTRs for heavy metals and metalloids removal (SSA—specific surface area).
AdsorbentFavorable Adsorption Test ConditionsReference
TypeSSA
(m2/g)		Heavy Metals to be RemovedInitial Concentration (mg/L)pHTemp.
(°C)		Contact Time
(min)		Adsorption Capacity
(mg/g)
Fe-SWTRs217.4As(III)807.0–9.0-24 h11.2[4]
-200-236014.5[87]
Fe-GWTRs1521208.0256059.7[61]
120254.0-90132.0[40]
Al-SWTRs435.51056.0–7.0-24 h40.2[4]
-200-23609.0[87]
97.3749.02512018.73[68]
Fe-SWTRs217.4As(V)80--24 h9.2[4]
-200-236010.0[87]
Fe-GWTRs120254.0-9077.0[40]
Al-SWTRs435.5105--24 h49.9[4]
-200-236015.0[87]
97.3746.02512020.98[68]
-1605.0–7.0231550.0[3]
97.3Cr(III)526.0–9.02512019.2[69]
97.3Cr(VI)522.0–4.02512010.9
97.3Se(IV)795.02512022.11[68]
50606.0–8.02524 h2.1[73]
97.3Se(VI)794.02512011.05[68]
50606.0–8.02524 h1.9[73]
97.3Pb(II)2076.0–9.02512053.9[69]
-Hg(II)403.0-32 h79.0[59]
50Cd(II)1006.0–8.0-305.3[73]
Fe/Al-SWTRs81.0Co(II)8008.02512 h17.3[41]
GWTRs-Ni(II)2006.52512011.6[89]

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Wołowiec, M.; Komorowska-Kaufman, M.; Pruss, A.; Rzepa, G.; Bajda, T. Removal of Heavy Metals and Metalloids from Water Using Drinking Water Treatment Residuals as Adsorbents: A Review. Minerals 2019, 9, 487. https://doi.org/10.3390/min9080487

AMA Style

Wołowiec M, Komorowska-Kaufman M, Pruss A, Rzepa G, Bajda T. Removal of Heavy Metals and Metalloids from Water Using Drinking Water Treatment Residuals as Adsorbents: A Review. Minerals. 2019; 9(8):487. https://doi.org/10.3390/min9080487

Chicago/Turabian Style

Wołowiec, Magdalena, Małgorzata Komorowska-Kaufman, Alina Pruss, Grzegorz Rzepa, and Tomasz Bajda. 2019. "Removal of Heavy Metals and Metalloids from Water Using Drinking Water Treatment Residuals as Adsorbents: A Review" Minerals 9, no. 8: 487. https://doi.org/10.3390/min9080487

APA Style

Wołowiec, M., Komorowska-Kaufman, M., Pruss, A., Rzepa, G., & Bajda, T. (2019). Removal of Heavy Metals and Metalloids from Water Using Drinking Water Treatment Residuals as Adsorbents: A Review. Minerals, 9(8), 487. https://doi.org/10.3390/min9080487

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