Next Article in Journal
Simulation of Population-Based Commuter Exposure to NO2 Using Different Air Pollution Models
Previous Article in Journal
Di-Ethylhexylphthalate (DEHP) Modulates Cell Invasion, Migration and Anchorage Independent Growth through Targeting S100P in LN-229 Glioblastoma Cells
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Review

Sorption of Hydrophobic Organic Compounds on Natural Sorbents and Organoclays from Aqueous and Non-Aqueous Solutions: A Mini-Review

1
Division of Pharmaceutical Chemistry, Faculty of Pharmacy, Rhodes University, P.O. Box 94, Grahamstown 6140, South Africa
2
Department of Biochemistry, Microbiology and Biotechnology, Rhodes University, P.O. Box 94, Grahamstown 6140, South Africa
3
Department of Pharmaceutical Sciences, Albany College of Pharmacy and Health Sciences Vermont Campus, 261 Mountain View Drive, Colchester, VT 05446, USA
*
Author to whom correspondence should be addressed.
Int. J. Environ. Res. Public Health 2014, 11(5), 5020-5048; https://doi.org/10.3390/ijerph110505020
Submission received: 17 December 2013 / Revised: 16 April 2014 / Accepted: 30 April 2014 / Published: 9 May 2014

Abstract

:
Renewed focus on the sorption of hydrophobic organic chemicals (HOCs) onto mineral surfaces and soil components is required due to the increased and wider range of organic pollutants being released into the environment. This mini-review examines the possibility of the contribution and mechanism of HOC sorption onto clay mineral sorbents such as kaolinite, and soil organic matter and the possible role of both in the prevention of environmental contamination by HOCs. Literature data indicates that certain siloxane surfaces can be hydrophobic. Therefore soils can retain HOCs even at low soil organic levels and the extent will depend on the structure of the pollutant and the type and concentration of clay minerals in the sorbent. Clay minerals are wettable by nonpolar solvents and so sorption of HOCs onto them from aqueous and non-aqueous solutions is possible. This is important for two reasons: firstly, the movement and remediation of soil environments will be a function of the concentration and type of clay minerals in the soil. Secondly, low-cost sorbents such as kaolinite and expandable clays can be added to soils or contaminated environments as temporary retention barriers for HOCs. Inorganic cations sorbed onto the kaolinite have a strong influence on the rate and extent of sorption of hydrophobic organic pollutants onto kaolinite. Structural sorbate classes that can be retained by the kaolinite matrix are limited by hydrogen bonding between hydroxyl groups of the octahedral alumosilicate sheet and the tetrahedral sheet with silicon. Soil organic carbon plays a key role in the sorption of HOCs onto soils, but the extent will be strongly affected by the structure of the organic soil matter and the presence of soot. Structural characterisation of soil organic matter in a particular soil should be conducted during a particular contamination event. Contamination by mining extractants and antibiotics will require renewed focus on the use of the QSAR approaches in the context of the sorption of HOCs onto clay minerals from aqueous and non-aqueous solutions.

1. Introduction

Increased industrial use of hydrophobic organic chemicals (HOCs), along with increased exposure of environmental and agricultural systems to them, has occurred in recent years [1,2]. HOCs are often found in topsoil [3,4] and aquatic systems where they end up after accidental spillages or leaks from waste disposal sites [5,6,7]. Examples of the spillages can arise from the following considerations: in North America alone, 1,000 different mixtures of chemicals, including non-aqueous phase liquids (NAPLs) are transported on regular basis using rail tankers [8]. When there are spillages from the HOC-containing rail tankers, e.g., after an accident, the soil and the underground water are impacted [9], leading to costly clean-up operations [10]. Such spillages can result in groundwater contamination [7,11,12]. HOCs generally have low aqueous solubilities [13]. This, in combination with varying NAPL/HOC densities in comparison to water [14,15] leads to the formation of light or dense non-aqueous phase liquids (LNAPL/LNALs or DNAPL/DNAPLs) after a contamination event [16].
Examples of LNALPs include gasoline, while DNALPs are generally composed of chemicals such as trichloroethylene [8,17]. The LNAPLs or DNAPLs get trapped in the soil matrices as they migrate into environmental compartments such as the soil subsurface. As a result, LNAPLs end up floating on top of the water table, while DNAPLs sink to the bottom of groundwater reservoirs [18]. HOCs contained in the LNAPLs or DNAPLs partition into the groundwater and this leads to long-term pollution of groundwater and the vadose zone due to capillary rise of the HOCs [8,11,12]. If the soil hydraulic conductivity changes with soil depth, the DNAPLs saturate relatively permeable soil layers and flow laterally along the low-permeability ones made of clay minerals [19]. This results in the formation of continuous LNAPLs or DNAPLs in contaminated soils [20]. DNAPLs often contain trace contaminants such as polyaromatic hydrocarbons [18]. A combination of these two factors can lead DNAPLs to form a continuous source of soil and groundwater contamination. This also alters the HOCs’ macropore transport in soil environments due to HOCs’ dissolution in LNAPLs or DNAPLs; and the resulting shifts in HOC sorption patterns [20].
If the retention of DNAPLs in soils increases, the probability of human exposure to HOCs is heightened [21], which is undesirable from a public health point of view. Persistence of NAPLs is a worldwide problem, but in developing countries there has been little attention to managing it [16]. At HOC soil concentrations of 50–100 g/kg soil dry weight, the HOCs’ soil mobility becomes independent of the soil composition as demonstrated for BTEX compounds [14]. Thus, tracing HOC and LNAPL/DNAPL movement through soils, e.g., using the partitioning tracer test [22], is critical for understanding the role of soil organic and mineral components in the sorption of HOCs in soils. Clay minerals form a significant part of the structure of soil particles. This, in combination with the above-mentioned facts, indicates the importance of understanding of the role of clay minerals in the fate of HOCs in soil environments. Examples of clay minerals include kaolinite and montmorillonite which are commercially available and cheap from the remediation point of the view. Sorption onto clay sorbents could thus be applied in the removal of HOCs from contaminated environmental compartments, particularly in developing countries where mining constitutes a major part of the economy [23]; and where the costs of remedial operations are often prohibitive. The HOCs’ soil sorption is a function of the sorbent properties such as mineral content and the soil organic carbon concentrations. Covalent structure and the physico-chemical properties of HOCs are also important [24,25]. The apparent sorption equilibrium is reached once the HOC concentration in the two phases becomes independent of the sorbate-sorbent contact time [21,26,27]. The ratio of the mineral and soil organic matter as well as the contact time will have a strong influence on the HOC sorption in soil environments [26]. Various sorption mechanisms and structural features of soil particulate matter are important in this context.
Pu and Cutright [28] studied the sorption of pentachlorophenol onto a silty loam with a clay mineral weight fraction of 10% and a sandy-clay-loam with a clay content of 18% (w/w). Two artificial soils were mixed in the laboratory to obtain a more fundamental understanding of the sorption process for pentachlorophenol [28]. The silt loam had a higher sorption affinity for pentachlorophenol than the sandy loam that had a high content of kaolinite [28]. Sorption hysteresis was observed with sorption of pentachlorophenol onto all studied matrices. The sandy loam retained 74 to 86% of the sorbed amount of pentachlorophenol, while the silty loam with low kaolinite content retained 84 to 96% of the sorbed amount of pentachlorophenol [28]. These results seem to suggest that the extent of pentachlorophenol sorption onto soils is a function of the presence and type of clay mineral(s) in the particular soil. At the same time, the silt loam contained less kaolinite and had higher sorption affinity for pentachlorophenol than sandy-clay loam. Therefore the experimental results from this study seem to indicate that the majority of the sorption in clay rich soils is likely taking place on the internal crystal lattice surface, i.e., on expandable clay minerals [28]. This conclusion was supported by the results from the artificial (in-the-laboratory mixed synthetic) soils that indicated the critical role of expandable clay minerals in pentachlorophenol sorption onto the studied soils. Pentachlorophenol is a highly hydrophobic HOC, but it also contains a phenolic group which is acidic in nature. This, in combination with the above-mentioned sorption data, suggests that the sorption of HOC onto soils and natural sorbents will depend on the soil properties, as well as the HOC’s structure. The nature of the clay minerals and the organic matter present in the particular soil will then dictate the sorption extent and mechanism in the given soil/natural sorbent. In the case of the pentachlorophenol, such a mechanism can include a combination of ion exchange and partitioning. Each combination of HOC and sorbent will be different in this regard.
The sorption affinity of clay minerals towards HOCs can be modified using a suspension of the solid matrix in water and the subsequent exposure of the clay mineral surface to the solution of a surfactant that adsorbs onto the clay particle surface [29,30]. The rate of ion exchange of the inorganic cation for its organic counterpart will depend on the valence and atomic radius of the exchanged inorganic cation [31]. Cations of alkaline metals such as Na+ are exchanged more readily, while the divalent cations such as the alkaline earth metal Ca2+ require full saturation of the clay surface with the organic cation to readily achieve ion exchange [31]. The efficiency of the cation exchange and achievement of the stoichiometric ion exchange depends on the solvent in which the organic cations is dissolved and that is used to wet the clay mineral surface [31,32]. The efficiency of this process increases with increasing water-miscibility of the wetting solvent [31,32].
In the sorption of quarternary alkyl ammonium salts onto expandable clay minerals, the majority of the specific (sorption) surface area was found to occur on the internal surfaces, i.e., between the crystal lattice layers [26]. As a result, the majority of the surfactant sorption is going to take place on these internal surfaces [33]. Therefore the more surfactant, i.e., the more quarternary alkyl ammonium salts are sorbed onto the montmorillonite matrix, the more the basal spacing of its crystal lattice will increase [31,34]. This section indicates that a vast amount of information on the sorption of HOCs onto natural sorbents is available in scientific literature [35,36,37,38,39,40,41]. The current article presents a mini-review of this knowledge about the sorption of HOCs onto soils and clay minerals. Specific focus will be placed on the HOCs’ sorption onto clay minerals from aqueous and non-aqueous solutions, with links made to the role of soil organic carbon. Some information on the knowledge gaps is presented and further research directions proposed. The article is part of an on-going project into the use of low-cost sorbents for the treatment of mining waste side-streams and similar types of wastewaters.

2. Sorption Isotherms and Sorption Coefficient

The standard characterisation of an HOC’s sorption behaviour is via the corresponding sorption isotherm. The following mathematical models have been derived and used to describe the HOC sorption onto soils [42,43,44,45]: the Langmuir isotherm, the Brunauer–Emmett–Teller isotherm (BET), the Gibbs isotherm, the Freundlich isotherm and the linear isotherm. Generally speaking, all these models relate the dissolved sorbate concentration Ce (unit μg/mL or mg/L) and the sorbed concentration of the sorbate qe (unit mg/kg dry weight of soil sorbent or μg/mg dry weight of soil sorbent; and the molar version has the unit of mmol/g or mmol/kg). Different models provide insight into the sorption mechanism of the given HOC onto a particular soil/clay mineral [26]. This in turn allows making predictions about the environmental concentrations of HOCs and the implication for environmental management. The following sections provide an outline of the most common models that have been applied to sorption of the HOCs in soils.

2.1. The Langmuir Isotherm

The Langmuir isotherm was first used to describe gaseous sorption onto solids. It has been adopted to describe the sorption of chemical substances by natural solids. It describes the sorption of a sorbate onto the surface site of the sorbent takes place at specific homogenous sorption sites within the sorbent [46,47]. The theory is based on the assumption that once a solute molecule occupies a site, no further adsorption can take place at that site [46], i.e., so-called the monolayer adsorption [48]. It also assumes that the surface of the adsorbent is in contact with a solution containing a sorbate molecule which is strongly attracted to its surface. It is suitable to for example to describe the HOC sorption onto humic substances. These cross-linked humic structures lead to minimum flexibility of the humic structure to accommodate the sorbent molecules with the increase in the solute concentration [27]. The monolayer adsorption chemical reaction describing the adsorption of sorbate to sorbent can be represented by the Equation (1) [38] below:
Ijerph 11 05020 i001
where Kads is the equilibrium adsorption coefficient (mL/g), qm is the maximum values of qe (unit of μg/g dry weight of sorbent of mg/kg dry weight of sorbent) and Ce has the same meaning of the stated above (mmol/L or mg/L). The other assumptions for the Langmuir isotherm are that there are no sorbate-sorbate interactions and that once adsorbed, the molecule becomes immobile.
The antibiotic enrofloxacin was shown to adhere to the Langmuir sorption isotherm with sorption capacities of 667, 228 and 20 mmol/kg clay mineral for SWy-2 montmorillonite, IMt-2 illite and KGa-1b kaolinite, respectively [49]. The sorption kinetics followed the pseudo-second order and the fastest uptake was observed on the KGa-1b kaolinite with a respective mass-based rate constant of 0.73 kg/mmol/h [49]. The enrofloxacin sorption occurred mainly via cation exchange on the SWy-2 montmorillonite and the IMt-2 illite [49]. For all three, the non-electrostatic interactions took over as the dominant interactions in the enrofloxacin sorption if the pH of the aqueous phase exceeded 7.0 [49]. The enrofloxacin intercalation, i.e., sorption onto the internal surfaces of the SWy-2 montmorillonite was confirmed using XRD analyses [49].
Enrofloxacin is a second-generation fluroquinolone antibiotic [50]. It has been shown to be an HOC as the logarithm of its partition coefficient in phospholipid/water systems has been shown to range from 3.94 to 5.18 [50]. At the same time, the compound has two ionisable groups and these are a carboxylic acid group with a pKa value of 6.17 ± 0.01 and a piperazinyl group with a respective pKa = 7.72 ± 0.01 [51]. Thus the above-mentioned results and the physical constants for enrofloxacin indicate that the sorption of this antibiotic onto clay minerals might be a combination of interaction of the ionised groups, i.e., the carboxylic and piperazinyl, with the charged clay surface and the hydrophobic spaces inside the crystal lattice of the clay minerals. Hydrophobic surfaces have been indicated to the located on the atoms of O which are in turn located inside the interlayer spaces in the clay crystal lattices [52].
In a mixed dye solution with methylene blue and malachite green, competitive sorption was observed with the sorption isotherms the Langmuir model and the competitive Langmuir model [53]. The main sorption mechanism to both the kaolinite matrix and tuff was ion exchange which accounted for 61%–79% of sorption uptake [53]. The qm of a mixture of clay minerals with 80% of kaolinite (w/w) has been reported to be equal to 0.77 mmol/g for methylene blue and 0.64 mmol/g for malachite green [53]. In the same study, the zeolite mineral tuff which is composed of 95% of philipsite reached qm values of 0.66 mmol/g of methylene blue and 1.22 mmol/g for malachite green [53]. The experiments were conducted with a mean sorbent particle size equal to less than 45 μm and the temperature of the experiments was 20.0 °C [53]. The initial sorbate concentrations were set at 1.0 g/L and the pH of the dye solutions was equal to 7.0 [53].
Zhang et al. [34] studied the pH dependence of tylosin sorption onto kaolinite and montmorillonite. The sorption molecular mechanism was a combination of ion exchange and hydrophobic interactions. The observations from the studies on enrofloxacin, methylene blue, malachite green and tylosin sorption indicate that a wide range of organic compounds is likely to experience the dual-mode sorption model where the sorption is the results of several sorption mechanisms. The first one was the ion-exchange component that adhered to the “site-limiting Langmuir isotherm” [34]. The second component was a linear isotherm describing hydrophobic interactions [34]. This type of isotherm is summarised in Equation (2):
Ijerph 11 05020 i002
In Equation (2), A, B and D are adjustable parameters with units analogous to those of the adjustable parameters in Equation (1) (A for Kads × qm and B for Kads). D has the same unit as the sorption partition coefficient in the linear sorption isotherm (see Equation (4) for details). The X-ray diffraction results showed that tylosin molecules were intercalated inside the montmorillonite crystal lattice [34]. Hydrophobicity of the clay mineral surfaces changed as a function of the crystal lattice and interactions between the layers inside it, i.e., the degree of the sorbate uptake by the sorbent [26].
A similar mechanism of sorption as described in Equation (2) could be used to explain the data of Figueroa et al. [54] who studied the sorption of oxytetracycline, chlorotetracycline and tetracycline onto kaolinite and montmorillonite. Sorption occurred via cation exchange and the surface complexation of antibiotic zwitterions [54]. The complexation of zwitterions occurred in an agonistic fashion with sorption of H+, with the extent of sorption being higher on acidic clays and independent of the ionic strength of the dissolved phase [54]. If the pH was above 7.0, then oxytetracycline sorption was stimulated by the presence of Ca2+, most likely due to a “surface-bridging mechanism” [54]. Such data could be explained by Equation (2) and the linear part could be accounted for by antibiotic precipitation with Ca2+. This in turn provides a possible mechanism for removal of antibiotics from the aqueous phase as such precipitation has been well documented in the pharmaceutical literature [55,56,57,58]. If the cation exchange capacity normalisation was performed and the ionic strength was low, then montmorillonite had a higher sorption affinity for the studied antibiotics than kaolinite, independently of the aqueous phase pH (see Section 5 for details on pH effects) [54].
Tylosin and antibiotics are antimicrobial agents which are often used in the dairy industry [59] and in agriculture as growth promoters [60]. Significant amounts of antibiotics are excreted without significant covalent modifications in the urine and faeces of human patients who are on antibiotic drug regimens [55,56,57,58], therefore finite amounts are discharged in wastewaters and reach municipal [61] and hospital sewage [62] treatment systems. Inside wastewater treatment systems, antimicrobial agent molecules can be retained on the particles of activated sludge or they pass through the systems unchanged and can become sorbed in downstream environmental compartments. Their sorption characteristics are likely to vary significantly due to their wide range of structural features and sorption-relevant properties.
A relevant example can be made using the comparison of the properties of ampicillin (CAS Number: 69-53-4) and sulfamethoxazole (CAS Number: 723-46-6). Their hydrophobicity was estimated by the authors through calculations of the logarithm of the 1-octanol/water partition coefficient (SRC LOGKOW software package, version 1.54) which equals 0.58 for sulfamethoxazole and 1.45 for ampicillin. At the same time, the aqueous solubility was estimated using the SRC WSKOW version 1.56 software package and found to be equal to 439.3 mg/L for ampicillin and 3,025 mg/L for sulfamethoxazole. These characteristics, together with the ionisability of the HOC molecule(s) and the sorbent surface or structure, will determine the interaction with the hydrophobic parts of the kaolinite crystal lattice [26] and the overall extent of sorption [21]. Given these differences, the quantitative-structure activity relationships (QSARs) should be used to predict sorption behaviour and parameters of HOCs on kaolinite (clay minerals). This approach will be outlined in Section 5.3 of this review (see below).

2.2. The Freundlich Isotherm

Experimental HOC sorption data can also be fitted by the Freundlich isotherm as shown in Equation (3) below:
Ijerph 11 05020 i003
where qe and Ce have the same units and meaning as in the case of the Langmuir isotherm as described in Section 2.1. At the same time, Kf is the Freundlich sorption coefficient with the units of (mL/g)n and n is the Freundlich exponent (dimensionless) [26]. The Freundlich isotherm assumes that adsorption takes place on heterogeneous surfaces [39]. The Freundlich isotherm has been shown to demonstrate that the ratio of solute adsorbed onto a given mass of the adsorbent to the amount of concentration of the solute in solution is not a constant at different solution concentrations [40].
If n = 1, then the Freundlich isotherm becomes a linear one and this indicates partitioning as the sorption mechanism (see Section 2.3 for details). In this case, the adsorption sites have equal adsorption energies. This is a common phenomenon at very low solute concentrations and low sorbent loading. When the sorption energy is directly proportional to the surface concentration of the sorbate, then there is an increase in the marginal sorption energy which in turn causes an increase in the surface sorbate concentration and (1/n) > 1. Under such circumstances, the Freundlich isotherm becomes concave, indicating the solvent affinity type of isotherm (S-Type). This was reported for example by Tandlich and Balaz [26] for the sorption of biphenyl onto kaolinite. The Kf value was equal to 9.30 ± 8.40 (mL/g)(1/2.57), while the (1/n) value was equal to 2.57 [26]. This type of isotherm is observed is the rate constant of adsorption is higher than the desorption counterpart [26].
On the other hand, the Freundlich isotherm is of the L-type, if (1/n) is lower than 1 and it becomes convex in shape. This implies that with the increase of the surface concentration, the marginal sorption energy decreases [41,42]. Practically, this can take place either if the competition for the sorption binding sites between the sorbate and its solvent is minimized, or if the sorbate molecules are planar in shape. Such observations were made by Bonin and Simpson [63]. These authors studied the sorption of 17β-estradiol, estrone, and 17α-ethinylestradiol onto sand, kaolinite and montmorillonite and whether the process was best described by either Langmuir or Freundlich model. Sorption antagonism was observed between various sorbates also as a function of the soil organic carbon content and the montmorillonite content [63].
Polati et al. [64] conducted a detailed investigation into the sorption-desorption of 3-chloroaniline, 3,4-dichloroaniline, 2,4,6-trichloroaniline, 4-chlorophenol, 2,4-dichlorophenol and 2,4,6-trichlorophenol onto the following matrices: KGa-1 kaolinite and sodium-exchanged montmorillonite SWy-l [64]. The initial dissolved sorbate concentrations ranged from 10.0 mg/L to 200.0 mg/L. There were no significant differences between the sorption capacities of the two clay sorbents [64]. The highest sorption capacity of 8 mg/g clay mineral was recorded for the most hydrophobic compound, namely 2,4,6-trichloroaniline [64]. Sorption of all studied compounds onto kaolinite was irreversible and the sorption isotherms followed the Langmuir and Freundlich models equally well. Given this observation, kaolinite could be used as an effective matrix in remediation operations for aromatic hydrocarbons and chlorinated derivatives.
Chu et al. [65] studied the effects of vegetative management, soil properties and high-molecular weight dissolved organic matter on the soil sorption of sulfamethazine. Three soils were sampled and tested within a dissolved concentration interval of 2.5–50 μmol/L of the antibiotic. The Freundlich isotherm model best described the sorption of sulfamethazine with Kf values ranging from 2.754 to 8.511 (mL/g)0.59–0.79 and the Freundlich exponent varying between 0.59 and 0.79 [65]. The apparent soil/water partition coefficients indicated that vegetative management, the concentration of organic carbon, soil pH and the initial sulfamethazine concentration were the most important factors governing the soil sorption of the antibiotic [65]. In clay soils, the sulfamethazine sorption was virtually independent of the soil pH, and the same observation was made about the antibiotic sorption in all three soils with respect to dissolved organic matter [65].
In the concentration range from 1 μg/L to 9 μg/L, cypermethrin (a pesticide) followed the Freundlich isotherm and its affinity to mineral surfaces decreased in the following order: corundum > quartz > kaolinite > montmorillonite > goethite [66]. This pesticide can form diastereoisomers which follow linear sorption isotherms on quartz, corundum and goethite [66]. The isotherms became non-linear for the cis A and trans C isomers on kaolinite and montmorillonite. Kaolinite proved to have the highest sorption affinity towards cis B and trans D isomers [66]. This supports the above conclusion about the possibility of applying kaolinite in remedial operations for the removal of aromatic hydrocarbons, their chlorinated derivatives and pesticides.

2.3. The Linear Isotherm

In linear isotherms, sorption of HOCs onto soils and clay minerals occurs due to partitioning and is described by the soil/water sorption partition coefficient for the respective sorbate, i.e., Kd (units mL/g or mmol/g) [67,68]. Mathematically, Kd can be defined using Equation (4) as shown below:
qe = Kd × Ce
All terms in Equation (4) have the same meaning as in Section 2.1 and Section 2.2 and the unit of the linear sorption partition coefficient Kd is mL/g or L/kg. The linear sorption partition coefficient is the slope of the linear sorption isotherm [26].
Linear sorption isotherms have been reported by Tandlich and Balaz for biphenyl on the illite-rich soil from North Dakota and a commercial sodium bentonite sample [26]. On the illite-rich soil, the Kd value for biphenyl was equal to 42.7 ± 1.8 mL/g after 6 days and this value increased to 120 ± 8 mL/g after 21 days of the sorbate/sorbent contact time [26]. With the commercial sodium bentonite (montmorillonite), the Kd value was virtually independent of the contact time, as the respective Kd value was equal to 20.3 ± 0.3 mL/g after 6 days and to 23.0 ± 1.1 mL/g after 21 days of sorbent-sorbate contact [26]. After normalisation to the solid/liquid ratios for both sorbents, the six-day contact time, most likely resulted in the sorption onto the internal surface of the clay mineral crystal lattice, while the 21 day period indicated when the soil organic carbon become the dominant sorption site for aromatic HOCs [26]. For other HOCs besides biphenyl, such sorption behaviour could be described a combination of linear and Freundlich isotherms can be observed at low organic carbon concentrations [69]. Mathematical of the resulting isotherm is similar to Equation (2).
Wang et al. [70] found that nonylphenol, if sorbed onto the surface of kaolinite at concentrations of 1.0 mg/L, inhibited successive sorption of phenanthrene which is a polyaromatic hydrocarbon. If the dissolved concentration of nonylphenol in the aqueous phase reached 10 mg/L and this solution was in contact with kaolinite prior to phenanthrene sorption, then the apparent Kd values for phenanthrene increased in comparison to the 1.0 mg/L conditioning [70]. The most likely explanation for this observation is that at the initial nonylphenol concentration of 1.0 mg/L, the surfactant and phenanthrene were sorption antagonists. On the other hand, if the initial nonylphenol concentration increased to 10 mg/L, then enough surfactant was likely sorbed onto the kaolinite surface to form nonylphenol hemimicelles or micelles there. If this was the case, then micellial nonylphenol structures would have formed a hydrophobic phase at the kaolinite surface, i.e., thus facilitating increased sorption partitioning of the phenanthrene molecules onto the kaolinite surface. The presence of microbial cells on the surface of the soil mineral phase has been shown to influence phenanthrene sorption [71]. Thus, the combination of the kaolinite with surfactants could provide a viable remediation technology for HOC elimination from the environment.

3. HOC Binding to Soil Components and Sediments

3.1. HOC Binding to Soil Organic Matter/Carbon

Soils are mixtures containing soil micro- and macrobiota, organic components (humin, humic acids and fulvic acids) and minerals [21]. Sorption of HOCs onto soils is dependent on the amount and type of the soil organic matter (SOM) in a given sorbent [47,67], the nature and composition of the soil mineral phase, the water/moisture content of particular soil(s) and the liquid medium that the soil in question is in contact with and that the HOCs are sorbing from onto the given soil [35]. The structure of a SOM will depend on the geographical location of the soil biotope, geological history, bedrock material and the origin of the soil in question [67]. All these factors will have a significant influence on the HOC sorption onto the studied soils [67]. The main compounds and polymers contained in the SOM including the following chemicals [27,43,72]: lignin, proteins, polysaccharides, black carbon, humic acid, humin and fulvic acids. These fractions form the SOM and each of them is a potential sorbent for HOCs and organic chemical compounds/pollutants in general [73].
Particulate organic matter (POM) is part of the SOM and it contains among other things organic debris with particle diameters up to 0.05 mm [43]. POM has been shown to play an important role in the HOC sorption to soils [43]. As with other SOM components, the HOC sorption onto POM will be related to the sorbent’s chemical composition which in turn is a function of the soil’s origin and humification history [43]. As a result of this, sorption of HOCs on POM will differ between individual soils and the type of debris of organic origin found in particular soils [43]. Guo et al. [43] studied the sorption of naphthalene, phenanthrene, and pyrene onto POM. They compared the sorption of these polycyclic aromatic hydrocarbons onto four soils from different origins to illustrate the effect of the different compositions of POM of these soils.
The Freundlich isotherm (Equation (3)) was used to analyse the data and the intensity of the HOC sorption was evaluated based on the n values derived from experimental data using non-linear regression [43]. This is based on the fact that the n values describe the site energy distribution on the soil surface [43]. Therefore the smaller the n value, the more heterogeneous the sorption site energy distribution. In the experiments of Guo et al. [43], the POM content did not vary significantly in the four soils examined, with n varying from 0.86 to 1.00 [43]. POM 1 contained mobile aliphatic carbon atoms and alkyl groups and the respective n values were closer to 1.0, i.e., the sorption onto this type of POM was closest to the partitioning mechanism than was the case for POMs 2–4 [43]. Freundlich exponent values ranged from 0.83 for naphthalene to 0.97 for phenanthrene, while the respective value for pyrene was equal to 1.00 [43]. These results indicate that the number of aromatic rings in a polyaromatic hydrocarbon and the molecular volume likely influence the sorption of polyaromatic hydrocarbons onto soils.
Sorption of cypermethrin to POM was also influenced by the nature and origin of POM; and the extent increased with the increasing coating of the clay mineral montmorillonite by the humic material [74]. The affinity of the HOC is influenced by the composition of the NOM, the NOM-chemical contact time and the solute properties [75]. Comparison of the significance of clay minerals and SOM are indicated by studies such as that by Tandlich and Balaz [26]. The authors found that the soil organic carbon became the dominant sorption sites for biphenyl after 21 days of sorption. Up to 6 days of the contaminant soil contact, the external surfaces of the kaolinite provided a temporary sorption site for biphenyl, with the internal surfaces of illite and bentonite becoming more important between 6 and 21 days [26]. Soil organic carbon contains various sub-components with varying affinity for HOCs’ sorption [76]. One such component is soot/black carbon [77]. The HOC soil sorption is affected by the total concentration of SOM, if the concentrations of soil organic carbon (SOC) exceeds 0.01%–0.2% [27,78,79]. Differences in sorption are based on factors such as hydration which is described more in the next Section(s).

3.2. Effect of Hydration of the Sorbent and Medium of Sorption.

Hydration can affect the SOM structure and thus the HOC sorption and any sorption antagonism of any HOC mixtures binding to the SOM. Graber et al. [80] studied the effect of Pahokee peat hydration on sorption of phenol, pyridine and atrazine to this mineral-free SOM. The sorbates were dissolved in water, n-hexadecane and n-hexane [80]. Sorption from aqueous solutions followed the linear sorption isotherms, while Langmuir sorption isotherms were observed in the hydrocarbon media for all three pollutants [80]. For the Langmuir isotherms, the respective qm values were determined to be equal to 1397 ± 137 mmol/kg for phenol, 1082 ± 131 mmol/kg for pyridine and 448 ± 55 mmol/kg for atrazine [80]. The molecular volume of atrazine is higher than the corresponding values for phenol and pyridine, and it was quoted as the reason for the lowest qm value out of the three pollutants studied [80]. This is likely caused by the fact that the majority of the atrazine sorption takes place on the outside of the peat particles [80], in contrast to the other two pollutants where the molecular volume likely allowed for pollutant diffusion into the inside of the Pahokee peat particles [80].
N-hexadecane and n-hexane are inert and saturated hydrocarbons and cannot participate in non-covalent interactions such as hydrogen bonding or as Lewis acids and bases in reactions [68]. If sorption from these solvents onto soil particles takes place, non-covalent interactions responsible for sorption will be predominantly determined by the covalent structure of the sorbate(s) and the molecular composition of the sorbent. The type of interactions that are responsible for the sorption of a given HOC onto NOM can thus be deduced by studying its sorption onto the (hydrated) sorbent from an inert solvent. As hydration can stimulate the occurrence of non-covalent interactions such as hydrogen bonds, their significance in sorption can be deduced from sorption of HOCs with varying structures onto Pahokee peat from n-hexadecane [68,71]. Use of this solvent eliminates the influence of polarizability of the tested HOCs on their sorption onto Pahokee peat [68,71]. Under the same conditions, the effect of the compound’s structure on its sorption onto the NOM can be elucidated, along with the structural features in the NOM structure being characterised [68,71].
Using the study of Graber et al. [80], the abovementioned concept was applied to phenol (a hydrogen-donating compound in hydrogen bonding) and pyridine which is a hydrogen acceptor in hydrogen bonds [80]. Graber et al. [80] concluded for the sorption data that the sorption of HOCs from the water system was much higher than the sorption from the hydrocarbon system due to an increased number of sorption sites in the Pahokee peat upon hydration [80]. The hydrated peat structure contains more water molecules than the air-dried matrix. This leads to more hydrogen-bonding potential and thus provides for the increased sorbate mass transfer through/into the Pahokee peat structure based on hydrogen bonds [80]. Such hydration is facilitated by the presence of hydrogen-bonding groups, such as COOH in the structure of the peat. This in turn increases the number of available sorption sites upon hydration of Pahokee peat more, than upon its solvation with organic solvent. More sorption sites lead to higher sorption capacities, i.e., likely resulting in the linear sorption isotherms under conditions of hydration of Pahokee peat in aqueous environments [80]. Similar solvation does not take place in the n-hexadecane, thus lowering sorption uptake for phenol and pyridine [80].
These conclusions about the role of hydration in the sorption of HOCs onto the soil organic carbon/matter are supported by the findings of Borisover et al. [73]. They examined the sorption of m-nitrophenol from n-hexadecane, m-nitrophenol from hexane, nitrobenzene from hexadecane and acetophenone from n-hexadecane, benzyl alcohol from n-hexadecane onto NOM [73]. Sorption from water was also studied for all solutes [73]. N-Hexadecane and n-hexane are hydrophobic and were considered the dry inert systems [73]. It was found that the sorption of organic compounds from hydrocarbon solutions on dried NOM was much slower as compared to sorption of organic compounds by the NOM sorbent from water. This is demonstrated by the observation that the apparent sorption equilibrium for m-nitrophenol was reached at about 50 h from the aqueous phase as compared to between 300 and 600 hours in n-hexane and 700 hours in n-hexadecane [73]. They attributed this to the poor solvation of the sorbent in the hydrocarbon phase resulting in the “rigidity” of the sorbent, i.e., formation of new sorption sites for hydrogen-bonding compounds in the hydrated Pahokee peat as compared to peat exposed to the dry peat matrix [73].
Borisover et al. [81] examined twelve systems with the following combination of sorbate/sorbent/ solvent: m-nitrophenol/humic acid/water, m-nitrophenol/humic acid/n-hexadecane, m-nitrophenol/ humin/water, m-nitrophenol/humin/n-hexadecane, nitrobenzene/humic acid/water, nitrobenzene/ humic acid/n-hexadecane, nitrobenzene/humin/water, nitrobenzene/humin/n-hexadecane, acetophenone/humin/water, acetophenone/humin/n-hexadecane, benzyl alcohol/humin/water, and benzyl alcohol/humin/n-hexadecane. From their study, the authors concluded that hydration of the NOM may cause up to 2–3 orders of higher sorption of organic compounds in comparison to wetting by hydrocarbon solvents [81]. Acetophenone and benzyl alcohol sorption was higher in the aqueous conditions as compared to n-hexadecane [81]. Lower polarity of the HOCs resulted in stronger sorption to dry humin, as demonstrated by the strength of sorption to dry humin decreased in the following order [81]: nitrobenzene > m-nitrophenol > acetophenone > benzyl alcohol. Sorption of compounds with strong specific interactions, such as H-bonding (benzyl alcohol, m-nitrophenol), is significantly influenced by hydration [81]. For acetophenone and nitrobenzene there was a decrease in sorption upon hydration, whereas the opposite was recorded for benzyl alcohol and m-nitrophenol [73,81]. Thus, hydration of NOM or SOM leads to formation of new sorption sites, but access to them is controlled by the sorbate’s molecular volume and its functional groups.

3.3. Effects of Temperature, Ionic Strength and pH on the HOCs’ Sorption

In a study to determine the effects of temperature on sorption by Zhang et al. [60], the Freundlich isotherm best described the sorption data of naphthalene and phenanthrene onto soils between 15 to 35 °C [60]. It was noted that n was directly proportional to the incubation temperature as it increased from 0.713 to 0.893 for naphthalene and from 0.550 to 0.756 for phenanthrene, respectively [60]. Kf for naphthalene decreased from 106.8 to 42.8 in the respective units, while the Kf value for phenanthrene decreased from and 932.7 to 568.9 (mL/g)0.55–0.893 [60]. According to Equation (3), Kf and n are isotherm constants for a given sorbate and sorbent; and they indicate the capacity and intensity of the sorption at a given and constant temperature. Zhang et al. [60] also reported that as temperature increases n increases, i.e., the solute-solvent interaction strength increases which in turn leads to a decrease in Kf. Similarly, an inverse correlation between the temperature and the sorption partition coefficient normalized to the soil organic carbon content (Koc) was reported [60].. The most common explanation is the increase I n the solute’s relative affinity for liquid phase in comparison of the solid phase. The effect of pH has been studied mainly in the soil/aqueous systems. The effects pH on the sorption of 4-phthalic acid ester, dimethyl phthalate (DMP), diethyl phthalate (DEP), diallyl phthalate (DAP) and di-n-butyl phthalate (DBP), on three soils have been studied [82]. The aqueous phase pH was set to 4.0, 5.5, 7.0, 8.5 and 10.0. An increase in pH leads to the decrease in the Kf as shown in Table 1. At pH 4.0, the maximum Kf values were observed, and thus the sorption capacity of the soils for phthalic esters, was indirectly proportional to the aqueous phase pH [82]. This was attributed to the increase in the dissociation/ionisation of the functional groups on SOM which leads to the increase in the charge in the SOM structure [82]. This resulted in the decreased sorption of phthalic esters to the soils studied as these are non-ionised HOCs. Similar observations were reported in other studies [46,83,84].
Table 1. The Kf values of the phthalic acid ester in relationship to pH (adapted from reference [82].
Table 1. The Kf values of the phthalic acid ester in relationship to pH (adapted from reference [82].
CompoundDMP KfDEP KfDAP KfDBP Kf
pH 4.05.319.8733.1161
pH 5.54.648.5928.3147
pH 7.03.186.3821.7128
pH 8.52.705.8519.697.2
pH 10.02.545.8518.391.3
Salting out effect, i.e., the increase in the apparent sorption of non-ionic HOCs into kaolinite in the case increased aqueous phase ionic strength was observed for endrin by Peng et al. [85]. The sorption isotherm was linear and troughs were observed at pH = 5.4 [85]. Hydrophobic and ion-dipole interactions were found to the main non-covalent interactions involved in the endrin sorption to kaolinite [85]. Finocchiaro et al. [86] examined the relationship between the following soil properties: pH, the organic carbon concentration, the content of amorphous iron oxides and the content of clays, and the soil sorption uptake of molinate, terbuthylazine, bensulfuron methyl and cinosulfuron. Extent of sorption of molinate and terbuthylazine was directly proportional to the concentration of organic carbon and the content of amorphous iron oxides [87]. On the other hand, sorption of bensulfuron-methyl to be a function of the soil pH, the organic carbon concentration and the clay content [86]. Finally, the cinosulfuron sorption was positively correlated with the soil pH [86]. Thus all these variables together with the covalent structure of the HOCs must be taken into account when conducting a sorption experiment
Behra et al. [87] showed that tributyltin sorbed onto mineral surfaces via cation exchange of the monovalent cation of the tin complex for H+ and Na+, if the pH of the aqueous phase was equal to 6.0 or less. Sorption capacities of mineral surface for cationic version of tributyltin decreased from pure quartz > treated sand > natural sand >> kaolinite [87]. The XPS results indicated that tributyltin sorbs first by creating a monolayer on the mineral surface which thus becomes hydrophobic if the sorbate concentrations reach 100 μM or more [87]. Further sorption past this point occur via dissolution of the tributyltin molecules in the hydrophobic phase formed by the butyl side-chains of the organometallic species, i.e., the mechanism of sorption is likely surface condensation [87].

3.4. Interaction of HOC with Soil Mineral Phase

3.4.1. Major Soil Mineral Components

The mineral particulate nature of soils is based on diameter and consists of sand (50 µm–2 mm), silt (2 µm–50 µm) and clay, with diameters below 2 µm [42]. The dominant mineral structures in clay soils are silicates and aluminosilicate mineral structures [88]. Butachlor (CAS number: 23184-66-9) belongs to the acetanilide class of herbicides and its sorption onto montmorillonite, kaolinite, the calcium montmorillonite, calcium kaolinite amorphous hydrated aluminium and iron oxides have been reported [89]. The most important clay mineral with respect to butachlor sorption was montmorillonite [89]. This indicates the important role of expanding minerals in butachlor sorption onto soil particles. Structure of the sorbate and the concentration of the soil organic carbon have a strong influence on the sorption of the HOCs onto clay minerals as demonstrated for trichloroethylene [90]. The sorption isotherm can be linear, as shown for trichloroethylene [15,90], or non-linear as reported in selected cases for perchloroethylene [15]. The details of the non-covalent interactions between organic sorbates and clay minerals with specific focus on kaolinite are described below.

3.4.2. Hydrophobicity of Siloxane Groups in Clay Soils in the Sorption of HOC

Siloxane groups are composed of alternating silicon and oxygen atoms connected by a covalent bond [-Si-O-Si-] [42,91]. As summarised by Tandlich and Balaz [26], it has been shown by some studies that siloxane surfaces inside the crystal lattice of expandable clays can be without net charge [92]. Theoretical calculations also suggest that the O atoms that are located in the interlayer spaces in the clay crystal lattices are hydrophobic in nature [52]. These findings provide possible sites for sorption of aromatic hydrocarbons [93]. On the other hand, siloxane groups in clay soils can also be hydrophobic in nature, if they do not contain isomorphous substitution [42,91]. In the study done by Su et al. [91] on the adsorption of poly(ethylene oxide) on smectite, they concluded that an interaction between the siloxane groups of the smectites with the -CH2-CH2- of the poly(ethylene oxide) occurred while the poly(ethyleneoxide) hydrophilic ether group formed a hydrogen bond with the OH structures on the smectite. This showed that the hydrophobic part of poly(ethyleneoxide) had a higher affinity for the siloxane groups in the smectite soils [91].
Jaynes and Boyd [93] studied the nature of siloxane in the modified smectite soils by converting them to organo-soils by replacing the hydrophilic, inorganic exchange cations of a series of smectites with the small, hydrophobic organic cation, trimethylphenyl ammonium (TMPA). This limited the adsorption sites to the TMPA cations and the siloxane oxygen surfaces. Sorption of benzene, toluene, ethylbenzene, propylbenzene butylbenzene and naphthalene were studied on Wyoming montmorillonite (SAC), an Arizona montmorillonite (SAz) and Washington nontronite (SWa) [93]. The results of their experiments showed that aromatic hydrocarbons can effectively adsorb the siloxane surfaces of the smectites if hydrophilic, inorganic exchange cations are replaced with small, hydrophobic organic cations [93]. The Langmuir isotherm parameters for benzene and propylbenzene obtained suggested that adsorption occurred on the clay surface, and not on the organic phase derived from the TMPA cations. It was discovered that adsorption was inversely proportional to the TMPA from the sorption isotherms. This was because as TMPA content decreased, sorption increased as layer charge increased. They concluded that the organic compounds adsorbed to the siloxane surfaces and this demonstrated the hydrophobicity of the siloxane surfaces in smectites [26,93].
For organic cations, the results of flow-through analysis indicate that sorption isotherms are linear at sorbate concentrations lower than 10% of the cation-exchange capacity for illite and kaolinite, and up to just below 1% of the cation exchange capacity for bentonite [94]. A significant influence of the liquid phase used to leach the solid/clay matrix on the cation sorption by clay matrices was observed [94]. The extent of this effect required the use of correction factors which were based on empirical measurements [94]. The variability in sorption affinities among kaolinite, illite and bentonite could be eliminated by normalisation of the cation sorption to the cation exchange capacity of the given clay mineral [94]. After such normalisation, the importance of organic matter and soil minerals in organic cation sorption was comparable, with the exception of quaternary ammonium salts [91]. This observation stresses the potential significance of clay minerals in pollutant retention as indicated by the results of Tandlich and Balaz [26].
TMPA is a small organic cation. It forms monolayers between the inter layers of the smectite soil. This occurs in both high charge and low charge smectites. The TMPA cations are physically more isolated in low charge smectites than in high charge smectites, hence this leads to more of the inter layer clays surface being available for adsorption. The interlayer of the smectite is composed of the siloxane layers hence the adsorption was attributed to the siloxane bonds. The reduced-charge montmorillonites were prepared from the SAz using Li-saturated and Na-saturated clay suspensions in the ratios 0.3 Li/0.7 Na, 0.6 Li/0.4 Na, 0.8 Li/0.2 Na, and 1.0 Li/0.0 Na. The soils were respectively coded as 0.3 Li-250, 0.6 Li-250, 0.8 Li-250, and 1.0 Li-250. From the adsorption isotherms of benzene, toluene, ethylbenzene, propylbenzene, butylbenzene, and naphthalene onto SAz-TMPA, 0.3Li-250 SAz-TMPA and 0.6Li-250 SAz-TMPA, it was concluded that the more reduced the SAz the higher the sorption of the organic compound [93].

4. Kaolinite

4.1. Structure of Kaolinite

Kaolinite is a naturally occurring inorganic polymer. It consists of siloxane and gibbsite-like layers. Its chemical formula is Al2[Si2O5](OH)4. It consists of a 1:1 octahedral alumosilicate sheet with aluminium cations bonded to another tetrahedral sheet with silicon cations [95,96]. These sheets are stacked on top of each other and the adjoining layers form van der Waals forces and hydrogen bonds because of the availability of OH groups and oxygen atoms in the two adjacent layers [95]. The hydroxyl functional groups on kaolinite are the most reactive [95,97]. They often take part in various chemical reactions including ion exchange [94,97]. The inability of kaolinite to expand due to hydrogen bonds [26] means that its internal surface area is negligible as compared to the total specific surface area [93], leading to the conclusion that sorption of HOC takes place mostly on the outer surface of kaolinite [26,98].
The crystal lattice of kaolinite is neutral as compared to other clay soils, and its two well-defined layers, alumina surface and silica surfaces provide two different potential surfaces of adsorption because of the hydroxyl groups and the silica-oxygen bridged surfaces [99]. Kaolinite has a high affinity for organic compounds as compared to other clay surfaces especially illite [100,101]. According to van Duin et al. [99] this could be due to the neutrality of the kaolinite lattice and due to the close proximity of charged counter-balancing ions to the illite surfaces rendering it a low affinity for less polar organic compounds. Saada et al. [100] focused on the hydrophilicity and hydrophobicity of illites and kaolinite. They concluded that only 25% of the kaolinite surface is hydrophilic and the remaining part is either neutral or hydrophobic compared to illites which are 40% hydrophilic [100]. They concluded that as the hydrophilicity of asphaltene increases, the adsorption capacities decreases. Wettability by oils was found to be high for kaolinite surface [100].
The infrared bands of kaolinite between 3700 and 3620 cm−1 correspond to the well-crystallized structure of kaolinite [101]. Cheng et al. [102] contradicted Suraj et al. [103] where the bands at 937 and 914 cm−1 were attributed to OH bending vibrations and bands at 983 and 1035 cm−1 were attributed to the Si-O-Si in-plane vibrations [102]. As described above, the Si-O-Si represents the siloxane bonds which are hydrophobic and will have a bearing on the sorption of HOC. Table 2 below shows the spectral wave lengths of kaolinite as studied by Suraj et al. [103].
Table 2. Band assignments for kaolinite soil [103].
Table 2. Band assignments for kaolinite soil [103].
Wave Number (cm−1)Assignments
3700Inner surface -OH stretching vibration
3620Inner -OH stretching vibration
1114, 1035, 1010Si-O bending vibrations
938, 918AI-OH bending vibration
792, 754Si-O-Al compounded vibrations
692 Si-0 stretching vibration

4.2. Interaction of Kaolinite with Organic Molecules

In a limited number of cases, HOCs can interact with kaolinite through intercalation between the kaolinite layers [104]. Examples include the hydrogen-bonding compounds which undergo interactions between hydroxyl groups of a octahedral alumosilicate sheet and the tetrahedral sheet with silicon, i.e., N-methylformamide (NMF) and dimethylsulfoxide (DMSO). The other reason is that the internal surface area of kaolinite is very small [81], hence only smaller molecules can intercalate. Specific surface area of the sorbent is also a factor to consider. Different methods of measuring specific surface area have been adopted. The ethylene glycol monoethyl ether (EGME) method has been used to calculate both the external and internal specific surface area of the soils (interlayer surfaces of soils and clays) [26,105,106]. In different studies done using kaolinite from different locations it was found that the specific surface area of kaolinite was 25.5 m2·g−1 [107], 5.9 m2·g−1 [108] and 15 m2·g−1 [106]. It has been stated in the literature that non-expanding soils like kaolinite have SSA values ranging from 10 m2·g−1to 40 m2·g−1 [106].
Intercalation of NMF or DMSO is an intermediate state in the intercalation of other guest species, [109]. The process breaks down the hydrogen bonds linking the gibbsite and the siloxane layers of kaolinite [102], making kaolinite a single layered mineral [95,110,111]. New hydrogen bonds are formed between the inserted molecules and the crystal lattice of the clay mineral [104] and the intercalation process has three stages [112]. The intercalation of kaolinite by organic compounds has been studied in recent years [99]. In the study done by Komori et al. [109] on the intercalation of alkyl amines (CnN; n is the carbon number in alkyl chain) in kaolinite they found out that octylamine was bound to the Al2[Si2O5](OH)4 in the ratio of 2.4 moles of octylamine to 1 mole of kaolinite. Intercalation occurred via an intermediate step where kaolinite/methanol was made from kaolinite/NMF and used as the intermediate. Intercalation was done up to alkyl C18N. These intercalation compounds are applicable as other effective intermediates and extend the variation of kaolinite/organic intercalation compounds. Secondary and tertiary amines could not be intercalated in kaolinite because they lack the ability of forming hydrogen bonds with the hydroxyl groups and basal O atoms of kaolinite [109].
Intercalation of alkylamines was also attributed to the Van-der-Waals interactions between alkyl chains. This was concluded because of the quick deintercalation of C6N when exposed to air [108]. Erten et al. [113] showed that residual amounts of NAPL that can’t be removed from clay media by consolidation settlement are on the order of 0.1 g NAPL/1 g soil particulate matter. Clay minerals can be ion-exchanged with long-alkyl cations which leads to the formation of so-called “organophilic clays” [31]. Such matrices have been shown to adsorb up to 0.93 g NAPL/1 g of organophilic clay [114]. This has been reported to have a significant effect on the perturbation of the NAPLs from Soltrol 130 through the kaolinite matrix [114]. Organophilic clays, such as kaolinite modified with cetyltrimethylammonium bromide have been shown to exhibit linear sorption uptake for hydrophobic chemicals, as demonstrated for chlorobenzenes [115]. The apparent soil/water distribution coefficient has been shown to increase from kaolinite to bentonite (montmorillonite), i.e., the surfactants coat both internal and external surface and provide additional surfaces for chlorobenzene dissolution [115].
For ionic liquids, Mrozik et al. [116] found that sorption on kaolinite surfaces took place via multi-layer formation, analogous to the tributyltin results of Behra et al. [87]. The average free energy of sorption values indicated that the sorption mechanism was overlapping of electrostatic interactions between the sorbate and sorbent; and physical sorption [116]. The chemistry of the kaolinite surface has been shown to determine the extent of dye sorption onto the clay mineral. This can be demonstrated by the increase in the sorption capacity of the kaolinite from the Delta State, Nigeria, for aniline blue from 1,666 to 2,000 mg/kg upon surface modification with sodium tetraborate [117].

5. Experimental Determination of Sorption Co-Efficient and Sorption Kinetics

5.1. Experimental Determination of Sorption Coefficient

Batch equilibration (BE) is a common experimental method of determination of sorption coefficients. Important factors to consider in the batch equilibration method are: (i) equilibration time, (ii) sorbent and solute concentration, and (iii) temperature [102]. For reliable results these factors have to be determined for the solute and the sorbent in question. After this Kd can determined in the method outlined below. A soil/sediment is weighed and placed in a vial or container. A known concentration of the solute, normally dissolved in the solvent in question, is added. The vial is not filled to capacity hence leaving room for the volatilization of the solute into the headspace of the vial. The vial is sealed and shaken until equilibration is reached. The vial is then centrifuged and the two phases are separated and examined for the concentration of the solute. The amount of the solute which is sorbed onto the soil/sediment may also be calculated by finding the difference between the initial concentration of the solute and the final concentration of the solute. The Kf and Kd are calculated by manipulating the Freundlich and Langmuir isotherms, respectively [26,35].
The sources of error in the batch equilibration method are the length of the experiment i.e., time to reach equilibration and failure of the complete separation between sorbent and the phase in which the sorbent is dissolved [35]. For experiments where a longer time is required to reach equilibration, measures should be taken to avoid physical losses of the solute for example through volatalisation [26,35]. To avoid degradation of the solute by soil microorganisms autoclaving has been used [118]. This is important to avoid loses of solute through degradation. Sodium azide has also been shown to render effective sterilization without altering the chemical structure of the soil [37]. Soil: solution ratio is also paramount in this method. This ratio can be altered to effect a significant change in the difference between the initial concentration of the solute and the final concentration of the solute hence more reliable results. In the batch method it is important to adjust this ratio to between 20% and 80% [102] and in some cases 15%–70% [39] of the solute is removed to minimize errors. However it is important to choose this ratio carefully because of the solids’ effect due to the presence of non-settling particles.

5.2. Sorption Kinetics

For sorption measurements equilibrium should be reached [42]. This is because there is a saturation of sorption sites; hence no further sorption is expected to occur. This is where a “steady state” concentration has been established. Equilibrium is reached at different times depending on the characteristics of the sorbent and sorbate. as well as the characteristics of the media from which the solute is dissolved. Equilibrium times range from 1 h to a few hours to days, months and years, depending on the structure of the compound and media/sorbent where the individual equilibration takes place [18,37,38,40]. After apparent equilibrium has been reached the amount of solute removed by the sorbent is calculated.

5.3. Relationship between Hydrophobicity of the Solute and Sorption

When little or no empirical data are available quantitative structure–activity relationships (QSARs) are reliable tools for the hazard assessment of organic chemicals [2,119]. Organic compounds are characterized as more or less lipophilic. Hydrophobicity is important in the QSAR and therefore it is important to determine the hydrophobicity of an organic compound [120]. Lipophilicity/hydrophobicity can be measured using the thermodynamic distribution ratio of the solute between two immiscible solvents. The distribution ratio is defined as the ratio of equilibrium concentrations of a substance distributed in any binary system consisting of two largely immiscible solvents [121]. The distribution ratio that can be called the partition co-efficient P, which is defined as the ratio of the equilibrium concentration of a chemical in the two adjacent phases, 1-octanol and water [122]. P is a routine measurement of a compound’s hydrophobicity [123].
It is possible to investigate the effects of different compound characteristics such as presence of aliphatic moieties, aromatic moieties, hydrogen bonding potential and 1-octanol-water distribution (logKow) on sorption [69]. The partition in water and organic solvent systems was reported by Colander in 1947. He reported that the relationship between partition coefficients of various organic solvents in a two phase system of water/organic solvent, and the partition coefficients of the same solutes in a different organic solvent/water system were linear using the logarithmic scale; he thus derived the Colander equation [124,125,126]. Sorption of organic compounds can be regarded as the partitioning of the hydrophobic chemical between and aqueous and organic phases (hydrophobicity) [35]. Hydrophobicity is often quantified using the logKow term which stands for the decadic logarithm of the 1-octanol/water partition coefficients. Octanol is a model of the hydrophobic phase and the organic matter found in soils and sediments may be equated to that of an organic phase in solvent extraction [35].
The sorption capabilities of kaolinite and montmorillonite to sorb HOCs with different lipophilicities is directly proportional to the lipophilicilty. As the lipophilicity increases, the amount of sorbed HOCs increases. Gianotti et al. [98] studied the sequestration of the organic pollutants 2,4,6-trichloroaniline (2,4,6-TCA) with 1-octanol/water partition coefficients (logKow) of 3.74 and 4-chlorophenol (4-CP) with a logKow of 2.49, using kaolinite and montmorillonite. The amount of 2,4,6-trichloroaniline retained by both soils was higher than that of 4-chlorophenol. It was concluded that the lipophilicity of 2.4.6 TCA (logKow = 3.74) resulted in its greater affinity for the soils as compared to 4-CP (logKow = 2.49) [98]. These results were similar to a reported study by Angio et al. [44] on the sorption of, 3-chloroaniline, 3,4-dichloroaniline and 2,4,6-trichloroaniline. A similar conclusion was reported for the sorption of aniline, atrazine, simazine, diuron and aromatic sulfonates as a function of hydrophilicity [40].
Sanchez-Martin et al. [127] studied the relationship between hydrophobicity (logKow) of the pesticides and desorption of these pesticides from the different clay minerals modified with a cationic surfactant octadecyltrimetyl ammonium bromide (ODTMA). The pesticides used with their are shown in the Table 3 below.
Table 3. The water solubility and logKow of pesticides [127].
Table 3. The water solubility and logKow of pesticides [127].
PesticideWater solubility (µg/mL) log Kow
Penconazole733.72
Linuron813.00
Atrazine302.50
Alachlor2402.63
Metalaxyl84001.75
Desorption of these pesticides from natural unmodified soils followed a Freundlich isotherm with R2 ≥ 0.88, while the ODTMA modified soils had the same type of isotherm and R2 ≥ 0.92. The hysteresis coefficient, H, varied with the nature of the clay mineral and, mainly, with the hydrophobicity of the pesticide. Penconazole has the highest H because it’s the most hydrophobic pesticide and metal-axyl from ODTMA-montmorillonite. In the ODTMA-montmorillonite most of the pesticide was adsorbed in the interlayer space. There was no significant correlation between the organic matter content of soils or Kow value of pesticides and the adsorption of pesticides by clay minerals. Significant correlations between K values and organic matter were obtained with the ODTMA modified clays. r2 values ranged between 0.81 and 0.96 for adsorption and the correlation between Kdesorption and organic matter content was also high with r2 values ranging from 0.85 to 0.98. Correlations between K, Kdesorption and Kow were related using Equation (5):
Kdes = 86.7 OM + 0.53 Kow − 1.57
Organic molecules which contain ionisable functional groups may also adsorb significantly onto mineral surfaces on the soils [41,128]. Studies have shown that the sorption of HOC is strongly dependent on organic carbon content. Combustion methods can be used to determine the organic carbon content (OC) [26]. In this study the relationship between Koc of naphthalene and aromaticity (AR) as compared with the predicted Koc from Kow [107]. Predicted Koc using was 1,130 mL/g. From the results above it is evident that Kow, the quality of the SOM and aromacity should be considered in order to accurately measure Koc. Sorption of naphthalene was directly propotional to aromaticity. Increase in aromaticity led to an increase in sorption and sorption increased with decrease in polarity of the SOM in the soil [121]. This was because naphthalene is a non-polar polyaromatic hydrocarbon. The relationship between Koc of naphthalene and effective polarity (PI) of the five soils is shown in equation 21 below [121], where PI is effective polarity.

6. Conclusions

Results of the review indicate that there is a possibility for the presence of hydrophobic siloxane groups on kaolinite and other clay minerals in soils. Thus soils can retain HOCsm, even if the concentration of the soils organic carbon is low. Data presented in this review provides some evidence about the wettability of clay minerals with nonpolar solvents and sorption of HOCs to the clay mineral can take place from aqueous and non-aqueous solvents alike. Therefore it is expected that clay minerals will sorb HOC such as NAPLs. Information presented in this review indicates that inorganic cations and surfactants sorbed onto the soils and clay minerals can alter the rate and extent of HOC sorption to these natural sorbents. In line with previous research papers and reviews, soil organic carbon plays a key role in the HOCs’ sorption to soils, but the extent will be strongly affected by the structure of the NOM, SOM, POM and the presence of soot. It is therefore imperative to characterise the soil organic carbon in a particular soil specimen. Due to the emerging pollutants such as mining extractants and antibiotics, more research is needed into predictive approaches such as QSAR in the context of the HOCs’ sorption onto clay minerals from aqueous and non-aqueous solutions.

Acknowledgments

The authors would like to thank the Water Research Commission of South Africa for supporting the study in part (grant number K5/2011/3). The text of the manuscript was not, however, subjected to this funding agency’s peer-review process and therefore no formal endorsement of the manuscript by the Water Research Commission of the South Africa should be inferred by the readers.

Author Contributions

Francis Moyo has recently graduated with a Masters of Science in degree from Rhodes University and the review chapter that was compiled by him as part of his studies forms the basis of this paper. Francis Moyo also prepared the majority of the manuscript drafts and completed most of the formatting of the references. The second author, Roman Tandlich, obtained the above-mentioned grant and guided the research in the context of the completion of grant research goals. He provided the main inputs in the structure of the manuscript and the role of the clay minerals in the sorption of HOCs in soils, i.e. he took the lead in selection of the research questions and topics that the review had to answer and address. Brendan Wilhelmi has a research background in the sorption as a treatment process and in-depth understanding of the sorption isotherm models. He provided critical feedback and crucial input on the types of sorption isotherms that needed to be covered in this review article. He also guided the author team on the mathematical interpretation of the sorption models. Stefan Balaz has extensive experience in the application of QSARs in pharmaceutical sciences and environmental chemistry. He has provided input of fundamental importance on the role of QSARs in the soil sorption and the general aspects of mathematical modelling which needed to be covered in this mini-review article.

Conflicts of Interest

Authors have no conflict of interest to declare.

References

  1. Ren, S.; Schultz, T.W. Identifying the mechanism of aquatic toxicity of selected compounds by hydrophobicity and electrophilicity descriptors. Toxicol. Lett. 2002, 129, 151–160. [Google Scholar] [CrossRef]
  2. Bearden, A.P.; Schultz, T.W. Structure-activity relationships for Pimephales and Tetrahymena: A mechanism of action approach. Environ Toxicol. Chem. 1997, 16, 1311–1317. [Google Scholar]
  3. Krauss, M.; Wilcke, W. Persistent organic pollutants in soil density fractions: Distribution and sorption strength. Chemosphere 2005, 59, 1507–1515. [Google Scholar] [CrossRef]
  4. Manz, M.; Wenzel, K.; Dietze, U.; Schuurmann, G. Persistent organic pollutants in agricultural soils of central Germany. Sci. Total. Environ. 2001, 277, 187–198. [Google Scholar] [CrossRef]
  5. Barber, L.B.; Thurman, E.M.; Schroeder, M.P.; LeBlanc, D.R. Long-term fate of organic micropollutants in sewage-contaminated groundwater. Environ. Sci. Technol. 1988, 22, 205–211. [Google Scholar] [CrossRef]
  6. Mackay, D.M.; Freyberg, D.; Roberts, P.; Cherry, J. A natural gradient experiment on solute transport in a sand aquifer: 1. Approach and overview of plume movement. Water Resour. Res. 1986, 22, 2017–2029. [Google Scholar] [CrossRef]
  7. Kistemann, T.; Hundhausen, J.; Herbst, S.; Claßen, T.; Farber, H. Assessment of a groundwater contamination with vinyl chloride (VC) and precursor volatile organic compounds (VOC) by use of a geographical information system [GIS]. Int. J. Hyg. Environ. Health. 2008, 211, 308–317. [Google Scholar] [CrossRef]
  8. Yoon, H.; Werth, C.J.; Barkan, C.P.L.; Schaeffer, D.J.; Anand, P. An environmental screening model to assess the consequences to soil and groundwater from railroad-tank-car spills of light non-aqueous phase liquids. J. Hazard. Mater. 2009, 165, 332–344. [Google Scholar] [CrossRef]
  9. Anand, P.; Barkan, C.P. Exposure of soil and groundwater to spills of hazardous materials transported by rail: A geographic information system analysis. J. Transp. Res. Board. 2006, 1943, 12–19. [Google Scholar]
  10. Barkan, C.; Glickman, T.; Harvey, A. Benefit-cost evaluation of using different specification tank cars to reduce the risk of transporting environmentally sensitive chemicals. Transp. Res. Rec. 1991, 1313, 33–34. [Google Scholar]
  11. Bonaparte, L.V.C.; Neto, A.T.P.; Vasconcelos, L.G.S.; Brito, R.P.; Alves, J.J.N. Remediation procedure used for contaminated soil and underground water: A case study from the chemical industry. Proc. Saf. Environ. Prot. 2010, 88, 372–379. [Google Scholar] [CrossRef]
  12. Hu, Y.; Qi, S.; Zhang, J.; Tan, L.; Zhang, J.; Wang, Y.; Yuan, D. Assessment of organochlorine pesticides contamination in underground rivers in Chongqing, Southwest China. J. Geochem. Explor. 2011, 111, 47–55. [Google Scholar] [CrossRef]
  13. Goldstein, L.; Prasher, S.O.; Ghoshal, S. Three-dimensional visualization and quantification of non-aqueous phase liquid volumes in natural porous media using a medical X-ray Computed Tomography scanner. J. Contam. Hydrol. 2007, 93, 96–110. [Google Scholar] [CrossRef]
  14. Huesemann, M.H.; Hausmann, T.S.; Fortman, T.J. Leaching of BTEX from aged crude oil contaminated model soils: Experimental and modeling results. Soil Sed. Contam. 2005, 14, 545–558. [Google Scholar]
  15. Zuma, B.M.; Tandlich, R. Sorption of Trichloroethylene and Perchloroethylene onto a Perlite/Peat Mixture. In Proceedings of Second International Conference on Biology, Environment and Chemistry, Dubai, UAE, 28−30 December 2011; pp. 268–272.
  16. Yang, Z.; Niemi, A.; Fagerlund, F.; Illangasekare, T. Effects of single-fracture aperture statistics on entrapment, dissolution and source depletion behavior of dense non-aqueous phase liquids. J. Contam. Hydrol. 2012, 133, 1–16. [Google Scholar] [CrossRef]
  17. Ishakoglu, A.; Baytas, A.F. Measurement and evaluation of saturations for water, ethanol and a light non-aqueous phase liquid in a porous medium by gamma attenuation. Appl. Radiat. Isot. 2002, 56, 601–606. [Google Scholar] [CrossRef]
  18. United States Geological Survey (USGS). DNAPL Definition Page—USGS Toxic Substances Hydrology Program. Available online: toxics.usgs.gov/definitionsdnapl_def.html (accessed on 20 March 2014).
  19. Bradford, S.A.; Abriola, L.M.; Rathfelder, K.M. Flow and entrapment of dense nonaqueous phase liquids in physically and chemically heterogeneous aquifer formations. Adv. Water Res. 1998, 22, 117–132. [Google Scholar] [CrossRef]
  20. Hayden, N.; Diebold, J.; Farrell, C.; Laible, J.; Stacey, R. Characterization and removal of DNAPL from sand and clay layered media. J. Contam. Hydrol. 2006, 86, 53–71. [Google Scholar] [CrossRef]
  21. Tandlich, R. Microbial PCB Degradation and Binding to Soil Components. Ph.D. Thesis, North Dakota State University, Fargo, ND, USA, 23 January 2004. [Google Scholar]
  22. Annable, M.D.; Rao, P.S.C.; Hatfield, K.; Graham, W.D.; Wood, A.L.; Enfield, C.G. Use of partitioning tracers for measuring residual NAPL: Results for a field-scale test. J. Environ. Eng. ASCE 1998, 124, 498–503. [Google Scholar] [CrossRef]
  23. South Africa Info (2014). Mining and Minerals in South Africa. Available online: www.southafrica.info/business/economy/sectors/mining.htm#.UyvpML2vhAg (accessed on 21 March 2014).
  24. Kowalska, M.; Guler, H.; Cocke, D.L. Interactions of clay minerals with organic pollutants. Sci. Total. Environ. 1994, 141, 223–240. [Google Scholar] [CrossRef]
  25. Weber, W.J.; McGinley, P.M.; Katz, L.E. Sorption phenomena in subsurface systems: Concepts, models and effects on contaminant fate and transport. Water Res. 1991, 25, 499–528. [Google Scholar] [CrossRef]
  26. Tandlich, R.; Balaz, S. Different clay minerals and biphenyl sorption in soils. Afr. J. Agri. Res. 2011, 6, 2321–2328. [Google Scholar]
  27. Huang, W.; Peng, P.; Yu, Z.; Fu, J. Effects of organic matter heterogeneity on sorption and desorption of organic contaminants by soils and sediments. Appl. Geochem. 2003, 18, 955–972. [Google Scholar] [CrossRef]
  28. Pu, X.; Cutright, T.J. Sorption-desorption behavior of PCP on soil organic matter and clay minerals. Chemosphere 2006, 64, 972–983. [Google Scholar] [CrossRef]
  29. Peterson, W.H. Oil Composition. U.S. Patent 2,623,852, 30 December 1952. [Google Scholar]
  30. Borisover, M.; Bukhanovsky, N.; Lapides, I.; Yariv, S. Thermal treatment of organoclays: Effect on the aqueous sorption of nitrobenzene on n-hexadecyltrimethyl ammonium montmorillonite. Appl. Surface Sci. 2010, 6. [Google Scholar] [CrossRef]
  31. Jordan, J. Organophilic Clay-Base Thickeners. Proceedings of 10th International Conference on Clays and Clay Minerals; Swineford, A., Ed.; Pergamon Press: Oxford, UK, 2009. Available online: http://www.clays.org/journal/archive/volume%2010/10-1-299.pdf (accessed on 18 March 2014).
  32. Donescu, D.; Ianchis, R.; Petcu, C.; Purcar, V.; Nistor, C.L.; Radovici, C.; Somoghi, R.; Pop, S.F.; Perichaud, A. Study of the solvent influence on the layered silicates-cation polymer hybrids properties. Dig. J. Nanomat. Biostruc. 2013, 8, 1751–1759. [Google Scholar]
  33. Praus, P.; Turicova, M. A physico-chemical study of the cationic surfactant adsorption to montmorillonite. J. Brazil Chem. Soc. 2007, 18, 378–383. [Google Scholar] [CrossRef]
  34. Zhang, Q.; Yang, C.; Huang, W.; Dang, Z.; Shu, X. Sorption of tylosin on clay minerals. Chemosphere 2013, 93, 2180–2186. [Google Scholar] [CrossRef]
  35. Factors Affecting Sorption of Organic Compounds in Natural Sorbent/Water Systems and Sorption Coefficients for Selected Pollutants. A Review. Available online: www.nist.gov/data/PDFfiles/jpcrd598.pdf (accessed on 18 March 2014).
  36. Peuravuori, J.; Paaso, N.; Pihlaja, K. Sorption behaviour of some chlorophenols in lake aquatic humic matter. Talanta 2002, 56, 523–538. [Google Scholar] [CrossRef]
  37. De Maagd, P.; Sinnige, T.L.; Schrap, S.M.; Opperhuizen, A.; Sum, D.T. Sorption coefficients of polycyclic aromatic hydrocarbons for two lake sediments: Influence of the bactericide sodium azide. Environ. Toxicol. Chem. 1998, 17, 1899–1907. [Google Scholar] [CrossRef]
  38. Wu, P.; Yang, G.; Zhao, X. Sorption behavior of 2,4-dichlorophenol on marine sediment. J. Colloid Interface Sci. 2003, 265, 251–256. [Google Scholar] [CrossRef]
  39. Gerstl, Z.; Mingelgrin, U. Sorption of organic substances by soils and sediments. J. Environ. Sci. Health. B 1984, 19, 297–312. [Google Scholar] [CrossRef]
  40. Polati, S.; Angioi, S.; Gianotti, V.; Gosetti, F.; Gennaro, M. Sorption of pesticides on kaolinite and montmorillonite as a function of hydrophilicity. J. Environ. Sci. Health. B 2006, 41, 333–344. [Google Scholar] [CrossRef]
  41. Hundal, L.S.; Thompson, M.L.; Laird, D.A.; Carmo, A.M. Sorption of phenanthrene by reference smectites. Environ. Sci. Technol. 2001, 35, 3456–3461. [Google Scholar] [CrossRef]
  42. Coppin, F.; Berger, G.; Bauer, A.; Castet, S.; Loubet, M. Sorption of lanthanides on smectite and kaolinite. Chem. Geol. 2002, 182, 57–68. [Google Scholar] [CrossRef]
  43. Guo, X.; Luo, L.; Ma, Y.; Zhang, S. Sorption of polycyclic aromatic hydrocarbons on particulate organic matters. J. Hazard. Mater. 2010, 173, 130–136. [Google Scholar] [CrossRef]
  44. Tan, X.L.; Chang, P.P.; Fan, Q.H.; Zhou, X.; Yu, S.M.; Wu, W.S.; Wang, X.K. Sorption of Pb[II] on Na-rectorite: Effects of pH, ionic strength, temperature, soil humic acid and fulvic acid. Colloid. Surf Physicochem. Eng. Aspects 2008, 328, 8–14. [Google Scholar] [CrossRef]
  45. Angio, S.; Polati, S.; Roz, M.; Rinaudo, C.; Gianotti, V.; Gennaro, M.C. Sorption studies of chloroanilines on kaolinite and montmorillonite. Environ. Pollut. 2005, 134, 35–43. [Google Scholar] [CrossRef]
  46. Almeida, C.; Debacher, N.; Downs, A.; Cottet, L.; Mello, C. Removal of methylene blue from colored effluents by adsorption on montmorillonite clay. J. Colloid. Interface. Sci. 2009, 332, 46–53. [Google Scholar] [CrossRef]
  47. Clark Ehlers, G.A.; Forrester, S.T.; Scherr, K.E.; Loibner, A.P.; Janik, L.J. Influence of the nature of soil organic matter on the sorption behaviour of pentadecane as determined by PLS analysis of mid-infrared DRIFT and solid-state 13C NMR spectra. Environ. Pollut. 2010, 158, 285–291. [Google Scholar] [CrossRef]
  48. Ng, C.; Losso, J.N.; Marshall, W.E.; Rao, R.M. Freundlich adsorption isotherms of agricultural by-product-based powdered activated carbons in a geosmin–water system. Bioresour. Technol. 2002, 85, 131–135. [Google Scholar] [CrossRef]
  49. Wan, M.; Li, Z.; Hong, H.; Wu, Q. Enrofloxacin uptake and retention on different types of clays. J. Asian Earth Sci. 2013, 77, 287–294. [Google Scholar] [CrossRef]
  50. Ribeiro, C.; Lopes, S.C.; Gameiro, P. New Insights into the translocation route of enrofloxacin and its metalloantibiotics. J. Membrane Biol. 2011, 241, 117–125. [Google Scholar] [CrossRef]
  51. Saraiva, R.; Lopes, S.; Ferreira, M.; Novais, F.; Pereira, E.; Feio, M.J.; Gameiro, P. Solution and biological behaviour of enrofloxacin metalloantibiotics: A route to counteract bacterial resistance? J. Inorg. Biochem. 2010, 104, 843–850. [Google Scholar] [CrossRef]
  52. Skipper, N.T.; Refson, K.; McConnell, J.D.C. Computer calculation of water-clay interactions using atomic pair potentials. Clay Miner. 1989, 24, 411–425. [Google Scholar]
  53. Issa, A.A.; Al-Degs, Y.S.; Al-Ghouti, M.A.; Olimat, A.A.M. Studying competitive sorption behavior of methylene blue and malachite green using multivariate calibration. Chem. Eng. J. 2014, 240, 554–564. [Google Scholar] [CrossRef]
  54. Figueroa, R.A.; Leonard, A.; Mackay, A.A. Modeling tetracycline antibiotic sorption to clays. Environ. Sci. Technol. 2004, 38, 476–483. [Google Scholar] [CrossRef]
  55. South African Medicines Formulary (SAMF). General Anti-Infectives for Systemic Use: Tetracyclines. In South African Medicines Formulary, 8th ed.; Rossiter, D., Blockman, M., Eds.; Health and Medical Publishing Company: Rodenbosch, South Africa, 2008; pp. 292–293. [Google Scholar]
  56. South African Medicines Formulary (SAMF). General Anti-Infectives for Systemic Use: Tetracyclines. In South African Medicines Formulary, 8th ed.; Rossiter, D., Blockman, M., Eds.; Health and Medical Publishing Company: Rodenbosch, South Africa, 2008; pp. 284–288. [Google Scholar]
  57. South African Medicines Formulary (SAMF). General Anti-Infectives for Systemic Use: Tetracyclines. In South African Medicines Formulary, 8th ed.; Rossiter, D., Blockman, M., Eds.; Health and Medical Publishing Company: Rodenbosch, South Africa, 2008; pp. 298–300. [Google Scholar]
  58. South African Medicines Formulary (SAMF). General Anti-Infectives for Systemic Use: Tetracyclines. In South African Medicines Formulary, 8th ed.; Rossiter, D., Blockman, M., Eds.; Health and Medical Publishing Company: Rodenbosch, South Africa, 2008; pp. 295–296. [Google Scholar]
  59. New Antibiotic Test Kit Booming in Eastern Europe. Available online: http://www.chr-hansen.com/news-media/singlenews/new-antibiotic-test-kit-booming-in-eastern-europe.html (accessed on 22 January 2013).
  60. Zhang, J.; Zeng, J.; He, M. Effects of temperature and surfactants on naphthalene and phenanthrene sorption by soil. J. Environ. Sci. China 2009, 21, 667–674. [Google Scholar] [CrossRef]
  61. Islam, G.M.I. Impact of Tetracycline on Microbial Communities in the Secondary Treatment Process of Wastewater Treatment Systems. Master’s Thesis, Ryerson University, Toronto, ON, Canada, 2013. [Google Scholar]
  62. Pena, A.; Paulo, M.; Silva, L.J.; Seifrtova, M.; Lino, C.M.; Solich, P. Tetracycline antibiotics in hospital and municipal wastewaters: A pilot study in Portugal. Anal. Bioanal. Chem. 2010, 396, 2929–2936. [Google Scholar] [CrossRef]
  63. Bonin, J.L.; Simpson, M.J. Sorption of steroid estrogens to soil and soil constituents in single- and multi-sorbate systems. Environ. Toxicol. Chem. 2007, 26, 2604–2610. [Google Scholar] [CrossRef]
  64. Polati, S.; Gosetti, F.; Gianotti, V.; Gennaro, M.C. Sorption and desorption behavior of chloroanilines and chlorophenols on montmorillonite and kaolinite. J. Environ. Sci. Health B 2006, 41, 765–779. [Google Scholar]
  65. Chu, B.; Goyne, K.W.; Anderson, S.H.; Lin, C.H.; Lerch, R.N. Sulfamethazine sorption to soil: Vegetative management, pH, and dissolved organic matter effects. J. Environ. Qual. 2013, 42, 794–805. [Google Scholar]
  66. Oudou, H.C.; Bruun Hansen, H.C. Sorption of cypermethrin diastereoisomers to quartz, corundum, goethite, kaolinite and montmorillonite. Int. J. Environ. An. Ch. 2002, 82, 529–544. [Google Scholar]
  67. Grathwohl, P. Influence of organic matter from soils and sediments from various origins on the sorption of some chlorinated aliphatic hydrocarbons: Implications on Koc correlations. Environ. Sci. Technol. 1990, 24, 1687–1693. [Google Scholar] [CrossRef]
  68. Borisover, M.; Graber, E.R. Classifying NOM-organic sorbate interactions using compound transfer from an inert solvent to the hydrated sorbent. Environ. Sci. Technol. 2003, 37, 5657–5664. [Google Scholar]
  69. Kalinovich, I.; Allen-King, R.M.; Thomas, K. Distribution of carbonaceous matter in lithofacies: Impacts on HOC sorption nonlinearity. J. Contam. Hydrol. 2012, 133, 84–93. [Google Scholar]
  70. Wang, L.; Sun, H.; Wu, Y.; Xin, Y. Effect of sorbed nonylphenol on sorption of phenanthrene onto mineral surface. J. Hazard. Mater. 2009, 161, 1461–1465. [Google Scholar]
  71. He, M.; Zhang, J.; Wang, Y.; Jin, L. Effect of combined Bacillus subtilis on the sorption of phenanthrene and 1,2,3-trichlorobenzene onto mineral surfaces. J. Environ. Qual. 2010, 39, 236–244. [Google Scholar]
  72. Stevenson, F.J. Humus Chemistry: Genesis, Composition, Reactions; Wiley: Hoboken, NJ, USA, 1994. [Google Scholar]
  73. Borisover, M.; Graber, E.R. Relationship between strength of organic sorbate interactions in NOM and hydration effect on sorption. Environ. Sci. Technol. 2002, 36, 4570–4577. [Google Scholar]
  74. Zhou, J.L.; Rowland, S.J.; Mantoura, R.F.C.; Harland, B.J. Influence of the nature of particulate organic matter on the sorption of cypermethrin: Implications on KOC correlations. Environ. Int. 1995, 21, 187–195. [Google Scholar]
  75. Wang, Z.; Chen, S.; Xu, Y.; Tang, J. Aging effects on sorption–desorption behaviors of PAHs in different natural organic matters. J. Colloid Interface Sci. 2012, 382, 117–122. [Google Scholar]
  76. Nam, J.J.; Gustafsson, O.; Kurt-Karakus, P.; Breivik, K.; Steinnes, E.; Jones, K.C. Relationships between organic matter, black carbon and persistent organic pollutants in European background soils: Implications for sources and environmental fate. Environ. Pollut. 2008, 156, 809–817. [Google Scholar]
  77. Ramanathan, V.; Carmichael, G. Global and regional climate changes due to black carbon. Nature Geosci. 2008, 1, 221–227. [Google Scholar]
  78. Chiou, C.T.; McGroddy, S.E.; Kile, D.E. Partition characteristics of polycyclic aromatic hydrocarbons on soils and sediments. Environ. Sci. Technol. 1998, 32, 264–269. [Google Scholar]
  79. Perminova, I.V.; Grechishcheva, N.Y.; Petrosyan, V.S. Relationships between structure and binding affinity of humic substances for polycyclic aromatic hydrocarbons: Relevance of molecular descriptors. Environ. Sci. Technol. 1999, 33, 3781–3787. [Google Scholar]
  80. Graber, E.; Borisover, M. Hydration-facilitated sorption of specifically interacting organic compounds by model soil organic matter. Environ. Sci. Technol. 1998, 32, 258–263. [Google Scholar]
  81. Borisover, M.; Graber, E.R. Hydration of natural organic matter: Effect on sorption of organic compounds by humin and humic acid fractions vs. original peat material. Environ. Sci. Technol. 2004, 38, 4120–4129. [Google Scholar]
  82. Yang, F.; Wang, M.; Wang, Z. Sorption behavior of 17 phthalic acid esters on three soils: Effects of pH and dissolved organic matter, sorption coefficient measurement and QSPR study. Chemosphere 2013, 93, 82–89. [Google Scholar]
  83. Ping, L.; Luo, Y.; Wu, L.; Qian, W.; Song, J.; Christie, P. Phenanthrene adsorption by soils treated with humic substances under different pH and temperature conditions. Environ. Geochem. Health 2006, 28, 189–195. [Google Scholar] [Green Version]
  84. You, S.; Yin, Y.; Allen, H.E. Partitioning of organic matter in soils: Effects of pH and water/soil ratio. Sci. Total. Environ. 1999, 227, 155–160. [Google Scholar]
  85. Peng, X.; Wang, J.; Fan, B.; Luan, Z. Sorption of endrin to montmorillonite and kaolinite clays. J. Hazard. Mater. 2009, 168, 210–214. [Google Scholar]
  86. Finocchiaro, R.; Meli, S.M.; Cignetti, A.; Gennari, M. Adsorption of molinate, terbuthylazine, bensulfuron-methyl, and cinosulfuron on different Italian soils. Fresen. Environ. Bull. 2005, 14, 690–697. [Google Scholar]
  87. Behra, P.; Lecarme-Theobald, E.; Bueno, M.; Ehrhardt, J.J. Sorption of tributyltin onto a natural quartz sand. J. Colloid Interf. Sci. 2003, 263, 4–12. [Google Scholar]
  88. Pierzynski, G.; Sims, J.; Vance, G. Soils and Environmental Quality; CRC Press LLC: Boca Raton, FL, USA, 2000. [Google Scholar]
  89. He, Y.; Liu, Z.; Zhang, J.; Wang, H.; Shi, J.; Xu, J. Can assessing for potential contribution of soil organic and inorganic components for butachlor sorption be improved? J. Environ. Qual. 2011, 40, 1705–1713. [Google Scholar]
  90. Li, J.F.; Chen, H.H.; He, J.T.; Zhang, K.F. Sorption of trichloroethylene by the simulated organo-mineral complexes. Diqiu Kexue J. China Univ. Geosci. 2012, 37, 327–331. [Google Scholar]
  91. Su, C.C.; Shen, Y.H. Adsorption of poly (Ethylene oxide) on smectite: Effect of layer charge. J. Colloid Interface Sci. 2009, 332, 11–15. [Google Scholar]
  92. Li, H.; Teppen, B.J.; Laird, D.A.; Johnston, C.T.; Boyd, S.A. Geochemical modulation of pesticide sorption on smectite clay. Environ. Sci. Technol. 2004, 38, 5393–5399. [Google Scholar]
  93. Jaynes, W.; Boyd, S. Hydrophobicity of siloxane surfaces in smectites as revealed by aromatic hydrocarbon adsorption from water. Clays Clay Miner. 1991, 39, 428–436. [Google Scholar]
  94. Droge, S.T.J.; Goss, K.U. Sorption of organic cations to phyllosilicate clay minerals: CEC-normalization, salt dependency, and the role of electrostatic and hydrophobic effects. Environ. Sci. Technol. 2013, 47, 14224–14232. [Google Scholar]
  95. Cheng, H.; Liu, Q.; Yang, J.; Ma, S.; Frost, R.L. The thermal behavior of kaolinite intercalation complexes—A review. Thermochimica. Acta 2012, 545, 1–13. [Google Scholar]
  96. Elbokl, T.A.; Detellier, C. Intercalation of cyclic imides in kaolinite. J. Colloid Interface Sci. 2008, 32, 338–348. [Google Scholar]
  97. Letaief, S.; Diaco, T.; Pell, W.; Gorelsky, S.I.; Detellier, C. Ionic conductivity of nanostructured hybrid materials designed from imidazolium ionic liquids and kaolinite. Chem. Mater. 2008, 20, 7136–7142. [Google Scholar]
  98. Gianotti, V.; Benzi, M.; Croce, G.; Frascarolo, P.; Gosetti, F.; Mazzucco, E.; Bottaro, M.; Gennaro, M.C. The use of clays to sequestrate organic pollutants. Leaching experiments. Chemosphere 2008, 73, 1731–1736. [Google Scholar]
  99. Van Duin, A.C.T.; Larter, S.R. Molecular dynamics investigation into the adsorption of organic compounds on kaolinite surfaces. Org. Geochem. 2001, 32, 143–150. [Google Scholar]
  100. Saada, A.; Siffert, B.; Papirer, E. Comparison of the hydrophilicity/hydrophobicity of illites and kaolinites. J. Colloid Interface Sci. 1995, 174, 185–190. [Google Scholar]
  101. Bantignies, J.L.; Cartier Dit Moulin, C.; Dexpert, H. Wettability contrasts in kaolinite and illite clays: Characterization by infrared and X-ray absorption spectroscopies. Le Journal de Physique IV 1997, 45, 184–193. [Google Scholar]
  102. Cheng, H.; Yang, J.; Frost, R.L.; Liu, Q.; Zhang, Z. Thermal analysis and Infrared emission spectroscopic study of kaolinite–potassium acetate intercalate complex. J. Therm. Anal. Cal. 2011, 103, 507–513. [Google Scholar]
  103. Suraj, G.; Iyer, C.S.P.; Rugmini, S.; Lalithambika, M. The effect of micronization on kaolinites and their sorption behaviour. Appl. Clay. Sci. 1997, 12, 111–130. [Google Scholar]
  104. Frost, R.L.; Kristof, J.; Kloprogge, J.T.; Horvath, E. Rehydration of potassium acetate-intercalated kaolinite at 298 K. Langmuir 2000, 16, 5402–5408. [Google Scholar]
  105. Macht, F.; Eusterhues, K.; Pronk, G.J.; Totsche, K.U. Specific surface area of clay minerals: Comparison between atomic force microscopy measurements and bulk-gas (N2) and -liquid (EGME) adsorption methods. Appl. Clay. Sci. 2011, 53, 20–26. [Google Scholar]
  106. Cerato, A.B.; Luteneggerl, A.J. Determination of surface area of fine-grained soils by the ethylene glycol monoethyl ether. Geotech. Test. J. 2002, 25. [Google Scholar] [CrossRef]
  107. Yukselen, Y.; Kaya, A. Comparison of methods for determining specific surface area of soils. J. Geotech. Geoenviron. Eng. 2006, 132, 931–936. [Google Scholar]
  108. Churchman, G.; Burke, C.; Parfitt, R. Comparison of various methods for the determination of specific surfaces of sub soils. J. Soil. Sci. 1991, 42, 449–461. [Google Scholar]
  109. Komori, Y.; Sugahara, Y.; Kuroda, K. Intercalation of alkylamines and water into kaolinite with methanol kaolinite as an intermediate. Appl. Clay. Sci. 1999, 15, 241–252. [Google Scholar]
  110. Gardolinski, J.; Lagaly, G. Grafted organic derivatives of kaolinite: II. Intercalation of primary n-alkylamines and delamination. Clay Miner. 2005, 40, 547–556. [Google Scholar]
  111. Frost, R.L.; Horvath, E.; Mako, E.; Kristof, J.; Cseh, T. The effect of mechanochemical activation upon the intercalation of a high-defect kaolinite with formamide. J. Colloid Interface Sci. 2003, 265, 386–395. [Google Scholar]
  112. Intercalation into Kaolinite Minerals. In Proceedings of the International Clay Conference; Israel University Press: Jerusalem, Israel, 1966.
  113. Erten, M.B.; Gilbert, R.B.; El Mohtar, C.S.; Reible, D.D. Development of a laboratory procedure to evaluate the consolidation potential of soft contaminated sediments. Geotech. Test. J. 2011, 34, 467–475. [Google Scholar]
  114. Erten, M.B.; Reible, D.D.; Gilbert, R.B.; El Mohtar, C.S. The Performance of Organophilic Clay on Nonaqueous Phase Liquid Contaminated Sediments under Anisotropic Consolidation. In Contaminated Sediments: 5th Volume, Restoration of Aquatic Environment; ASTM International: West Conshohocken, PA, USA, 2012; pp. 32–44. [Google Scholar]
  115. Shu, Y.; Li, L.; Zhang, Q.; Wu, H. Equilibrium, kinetics and thermodynamic studies for sorption of chlorobenzenes on CTMAB modified bentonite and kaolinite. J. Hazard. Mater. 2010, 173, 47–53. [Google Scholar]
  116. Mrozik, W.; Jungnickel, C.; Skup, M.; Urbaszek, P.; Stepnowski, P. Determination of the adsorption mechanism of imidazolium-type ionic liquids onto kaolinite: Implications for their fate and transport in the soil environment. Environ. Chem. 2008, 5, 299–306. [Google Scholar]
  117. Unuabonah, E.I.; Adebowale, K.O.; Dawodu, F.A. Equilibrium, kinetic and sorber design studies on the adsorption of aniline blue dye by sodium tetraborate-modified kaolinite clay adsorbent. J. Hazard. Mater. 2008, 157, 397–409. [Google Scholar]
  118. Bowman, B.; Sans, W. Partitioning behavior of insecticides in soil-water systems: I. Adsorbent concentration effects. J. Environ. Qual. 1985, 14, 265–269. [Google Scholar]
  119. Xu, X.; Li, X. Sorption behaviour of benzyl butyl phthalate on marine sediments: Equilibrium assessments, effects of organic carbon content, temperature and salinity. Mar. Chem. 2009, 115, 66–71. [Google Scholar]
  120. Hansch, C.; Hoekman, D.; Leo, A.; Zhang, L.; Li, P. The expanding role of quantitative structure-activity relationships [QSAR] in toxicology. Toxicol. Lett. 1995, 79, 45–53. [Google Scholar]
  121. Ruelle, P. The n-octanol and n-hexane/water partition coefficient of environmentally relevant chemicals predicted from the mobile order and disorder (MOD) thermodynamics. Chemosphere 2000, 40, 457–512. [Google Scholar] [CrossRef]
  122. Abraham, M.H.; Chadha, H.S.; Whiting, G.S.; Mitchell, R.C. Hydrogen bonding. 32. An analysis of water-octanol and water-alkane partitioning and the Δlog p parameter of seiler. J. Pharm. Sci. 1994, 83, 1085–1100. [Google Scholar]
  123. Hsieh, C.; Lin, S. Prediction of 1-octanol–water partition coefficient and infinite dilution activity coefficient in water from the PR+COSMOSAC model. Fluid Phase Equilib. 2009, 285, 8–14. [Google Scholar]
  124. Han, S.; Qiao, J.; Zhang, Y.; Yang, L.; Lian, H.; Ge, X.; Chen, H.Y. Determination of n-octanol/water partition coefficient for DDT-related compounds by RP-HPLC with a novel dual-point retention time correction. Chemosphere 2011, 83, 131–136. [Google Scholar]
  125. Han, S.; Qiao, J.; Zhang, Y.; Lian, H.; Ge, X. Determination of n-octanol/water partition coefficients of weak ionizable solutes by RP-HPLC with neutral model compounds. Talanta 2012, 97, 355–361. [Google Scholar]
  126. Madeira, P.P.; Teixeira, J.A.; Macedo, E.A.; Mikheeva, L.M.; Zaslavsky, B.Y. “On the Collander equation”: Protein partitioning in polymer/polymer aqueous two-phase systems. J. Chromatogr. A 2008, 1190, 39–43. [Google Scholar] [Green Version]
  127. Sanchez-Martin, M.; Rodriguez-Cruz, M.; Andrades, M.; Sanchez-Camazano, M. Efficiency of different clay minerals modified with a cationic surfactant in the adsorption of pesticides: Influence of clay type and pesticide hydrophobicity. Appl. Clay. Sci. 2006, 31, 216–228. [Google Scholar]
  128. Lorphensri, O.; Intravijit, J.; Sabatini, D.A.; Kibbey, T.C.G.; Osathaphan, K.; Saiwan, C. Sorption of acetaminophen, 17α-ethynyl estradiol, nalidixic acid, and norfloxacin to silica, alumina, and a hydrophobic medium. Water Res. 2006, 40, 1481–1491. [Google Scholar]

Share and Cite

MDPI and ACS Style

Moyo, F.; Tandlich, R.; Wilhelmi, B.S.; Balaz, S. Sorption of Hydrophobic Organic Compounds on Natural Sorbents and Organoclays from Aqueous and Non-Aqueous Solutions: A Mini-Review. Int. J. Environ. Res. Public Health 2014, 11, 5020-5048. https://doi.org/10.3390/ijerph110505020

AMA Style

Moyo F, Tandlich R, Wilhelmi BS, Balaz S. Sorption of Hydrophobic Organic Compounds on Natural Sorbents and Organoclays from Aqueous and Non-Aqueous Solutions: A Mini-Review. International Journal of Environmental Research and Public Health. 2014; 11(5):5020-5048. https://doi.org/10.3390/ijerph110505020

Chicago/Turabian Style

Moyo, Francis, Roman Tandlich, Brendan S. Wilhelmi, and Stefan Balaz. 2014. "Sorption of Hydrophobic Organic Compounds on Natural Sorbents and Organoclays from Aqueous and Non-Aqueous Solutions: A Mini-Review" International Journal of Environmental Research and Public Health 11, no. 5: 5020-5048. https://doi.org/10.3390/ijerph110505020

APA Style

Moyo, F., Tandlich, R., Wilhelmi, B. S., & Balaz, S. (2014). Sorption of Hydrophobic Organic Compounds on Natural Sorbents and Organoclays from Aqueous and Non-Aqueous Solutions: A Mini-Review. International Journal of Environmental Research and Public Health, 11(5), 5020-5048. https://doi.org/10.3390/ijerph110505020

Article Metrics

Back to TopTop