This lesson introduces general principles of surface complexation reactions, as well as how to set up surface complexation models in well-mixed batch reactors in CrunchFlow.
By the end of this lesson, you should be able to:
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If you have any questions, please post them to our Questions? discussion forum (not e-mail), located in Canvas. The TA and I will check that discussion forum daily to respond. While you are there, feel free to post your own responses if you, too, are able to help out a classmate.
Sorption is the adhesion of chemicals to solid surfaces. Adsorption process occurs in many natural and engineered systems. Studies of contaminated systems have shown that sorption–desorption is an important geochemical process that regulates transport and fate of inorganic and organic contaminants in natural subsurface systems. For example, metals (Cd2+, Cr3+, Co2+, Cu2+, Fe3+, Pb2+ or Zn2+) can become immobilized by sorbing on sediments and soils. They can also become mobilized through desorption from the solid surface and re-enter the aqueous phase when geochemical conditions allow. Sorption-desorption is widely used in industrial applications including charcoal activation, air conditioning, water purification, among others.
Sorption can occur either specifically or non-specifically as shown in Figure 1. Chemical sorption (Specific adsorption) is highly selective and occurs only between certain adsorptive and adsorbent species. A chemical bond involves sharing of electrons between the adsorbate and adsorbent and may be regarded as the formation of inner-sphere surface complexes. Chemical adsorption is difficult to reverse because of the strength of the formed bond. Physical adsorption (nonspecific adsorption). A physical attraction resulting from nonspecific, relatively weak Van der Waal's forces. Being only weakly bound, physical adsorption is easily reversed. Multiple layers form through outer-sphere surface complexes during physical adsorption [Goldberg 1991; Webb, 2003].
Sorption via surface complexation has been extensively studied. Surface complexation is the process where species in the aqueous phase form complexes with functional groups on solid surfaces, similar to aqueous complexation in lesson 1. Surface complexation function occurs between aqueous species and functional groups on solid surface, instead of the formation of complexes between aqueous species in aqueous complexation reactions. Surface complexation models use mass action laws that are analogous to aqueous geochemical conditions and solid phase properties.
Surface complexation models describe sorption based on surface reaction equilibrium. Similar to aqueous complexation, surface complexation reactions are considered fast reactions and are controlled by reaction thermodynamics.
There are three commonly used SCMs, the constant capacitance model (CCM), the diffuse layer model (DLM), and the triple layer model (TLM). These models differ in complexity from the simplest CCM that has three adjustable model parameters, to the most complex TLM that has seven adjustable parameters [Hayes et al., 1991]. The double layers exist in practically all heterogeneous fluid-based systems. Here we introduce the principle and thermodynamics of DLM.
The double layer refers to two parallel layers of charge surrounding the solid surface. The first layer, the surface charge (either positive or negative), comprises ions sorbed onto the solid due to chemical interactions. The second layer (“diffuse” layer) is composed of counter ions attracted to the surface charges via the coulomb force, electrically screening the first layer. The schematic of double layer is shown in Figure 2.
In traditional SCM models, all reactions are considered as at equilibrium. As an example, the surface protolysis reactions, where H+ transfers among chemicals, are given by:
Here the $\equiv S O H$ represents a species or functional group on solid surface. In the first reaction, $\equiv S O H$ gains an H+ and becomes positively charged. In the second reaction, $\equiv S O H$ loses an H+ and becomes negatively charged. The apparent equilibrium constants Kapp describe the relationship between activities of different species, written in the same format as we do for aqueous complexations except now we include activities of solid species.
Similarly, for a metal ion M with a positive charge m, the reactions are represented by:
For an anionic ligand L with a negative charge of l, the reactions are represented by:
In these reactions, $\equiv S O H$ represents a surface site for the sorbent functional group, $\equiv S O H_{2}^{+}, \equiv S O^{-}, \equiv S O M^{(\mathrm{m}-1)}, \equiv(S O)_{2} M^{(\mathrm{m}-2)}, \equiv S O H_{2}^{+}-L^{l-} \text { and } \equiv S O H_{2}^{+}-L H^{(l-1)-}$ are surface complexes, [ ] represents the activity of each species or surface complex, $Mm+$ represents a metal ion of charge m+ and Ll- represents an anionic ligand of charge l−.
The apparent equilibrium constant of surface complexation reactions, Kapp, is an important parameter because it determines the ion partition between aqueous and solid phases. Large Kapp values indicate high affinity of the ions to the solid surface. The relationship between total Gibbs free energy $\Delta G_{\text {tot }}$ and Kapp is as follows:
Here the total Gibbs free energy $\Delta G_{\text {tot }}$ can be further expressed as follows:
Here $\Delta G_{c h e m}^{0}$ is the intrinsic free energy of the chemical reactions at the surface; $\Delta G_{\text {coul }}^{0}$ is the electrostatic or Coulombic term that accounts for the electrostatic interactions:
Here Z is the charge of the ion, F is the Faraday constant (96485 C/mol), $\psi_{0}$ is the average potential of the surface plane (V). Therefore,
Where $K^{\mathrm{int} r}=\exp \left(-\frac{\Delta G_{c h e m}^{0}}{R T}\right)$, R is ideal gas constant $(1.987 \mathrm{cal} /(\mathrm{mol} \cdot \mathrm{K}))$; T is the absolute temperature (K). Take equation (1) as an example,
Where $K_{1}^{\mathrm{int} r}=\frac{\left[\equiv \mathrm{SOH}_{2}^{+}\right]}{[\equiv \mathrm{SOH}]\left[\mathrm{H}_{s}^{+}\right]}$ , Z is the charge of the ion (1 in the case of H+); $\left[H_{s}^{+}\right]$ is H+ activity on the solid surface.
The electrostatic or coulombic effect can be quantified as:
From equation (10), we know that $K_{1}^{\text {int } r}$ and $\psi_{0}$ are needed in order to calculate $K_{1}^{a p p}$. The $K_{1}^{\text {int } r}$ is typically estimated using zero charge extrapolation or using the double extrapolation method as discussed in literature. Under low ionic strength conditions where $\psi_{0} \cong 0$, the intrinsic and apparent constants are equivalent.
For different minerals, the number of surface sites differs significantly, depending on their surface properties. The abundance of surface sites is important in determining the total sorption capacity. The concentration of surface sites can be calculated as follows:
Here Csite is the concentration of surface sites (mol/g mineral), ρsites is the surface density of surface hydroxyl sites (mol/m2), Aspecific is the specific surface area (SSA)(m2/g). This equation says that surface site concentration depends on the surface site density and specific surface area. Please note that if you are working with porous media, you will need to calculate the total gram of minerals for surface complexation to get the total number of available sites.
Specific surface area (SSA) and site density values can be determined experimentally from Brunauer -Emmett-Teller (BET) surface area and tritium exchange measurements, respectively. The units of site/nm is often used in literature, where 1 site/nm = 1.66x10-6 mol/m2. Typical values of specific surface area (SSA) and site densities for different types of minerals are listed in Table 1. The total number of surface sites for a particular system (mol) can be calculated by multiplying site density (mol/m2) with SSA (m2/g) and the mineral mass (g). Minerals such as clays tend to have a large surface area and have a large capacity to sorb chemicals.
Absorbent | SAA (m2/g) | Site density (mol/m2) Strong Site |
Site density (mol/m2) Weak Site |
Reference |
---|---|---|---|---|
Goethite | 14.7 | 1.76×10-6 | 3.22×10-6 | (Müller and Sigg, 1992) |
Kaolinite | 19.5 | 2.20x10-6 | 3.00×10-6 | (Lackovic et al., 2003) |
Illite | 66.8 | 1.30x10-6 | 2.27x10-6 | (Gu and Evans, 2007) |
Smectite | 56.4 | 4.77x10-8 | 9.54x10-7 | (Bradbury and Baeyens, 2005) |
Organic and inorganic chemicals are usually sorbed at hydroxyl surface functional groups that are located at the broken bonds and edge sites on minerals with excess negative charges [Baeyens and Bradbury, 1997]. We often classify two kinds of sorption sites: "strong" sites $\left(\equiv \mathrm{S}^{\mathrm{S}} \mathrm{OH}\right)$ and "weak" sites$\left(\equiv \mathrm{S}^{\mathrm{W}} \mathrm{OH}\right)$. "Strong" sites have a low capacity and a high sorption affinity and dominate the uptake of adsorbate at low concentrations. "Weak" sites have a considerably larger capacity however much lower sorption affinity. Table 2 shows reactions and equilibrium constants for U(VI) sorption on ferrihydrite, where FesOH represents strong site with orders of magnitude higher intrinsic equilibrium constants than those of the weak sites $\left(\equiv \mathrm{FE}^{\mathrm{W}} \mathrm{OH}\right)$ (Zheng et al., 2003). In this soil with the presence of ferryhdrate, the site density ratio of weak to strong site is 476:1 (i.e., 0.21% of the total surface sites, 99.79% for the weak sites).
Reactions | LogKintr |
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$2 \equiv \mathrm{Fe}^{S} \mathrm{OH}+\mathrm{UO}_{2}^{2+} \Leftrightarrow \equiv\left(\mathrm{Fe}^{S} \mathrm{O}\right)_{2} \mathrm{UO}_{2}+2 H^{+}$ | -2.35 |
$2 \equiv \mathrm{Fe}^{W} \mathrm{OH}+\mathrm{UO}_{2}^{2+} \Leftrightarrow \equiv\left(\mathrm{Fe}^{W} \mathrm{O}\right)_{2} \mathrm{UO}_{2}+2 H^{+}$ | -6.06 |
$2 \equiv \mathrm{Fe}^{S} \mathrm{OH}+\mathrm{UO}_{2}^{2+}+\mathrm{CO}_{3}^{2-} \Leftrightarrow \equiv\left(\mathrm{Fe}^{S} \mathrm{O}\right)_{2} \mathrm{UO}_{2} \mathrm{CO}_{3}^{2-}+2 \mathrm{H}^{+}$ | 4.33 |
$2 \equiv \mathrm{Fe}^{\mathrm{W}} \mathrm{OH}+\mathrm{UO}_{2}^{2+}+\mathrm{CO}_{3}^{2-} \Leftrightarrow \equiv\left(\mathrm{Fe}^{W} \mathrm{O}\right)_{2} \mathrm{UO}_{2} \mathrm{CO}_{3}^{2-}+2 H^{+}$ | -0.24 |
Surface complexation leads to surface-charged solid surfaces. Electric surface charges govern characteristic chemical and physical phenomena such as ion exchange, adsorption, swelling, colloidal stability, and flow behavior (Sposito, 1981). It is well known that the surface charges on layered silicates and insoluble oxides depend on the pH of aqueous solutions The pH of the point of zero charge (PZC), where the net total particle charge is zero, is a convenient reference for describing the pH dependence of surface charges. (Appel et al., 2003). When solution pH is above PZC, the solid surface has a negative charge and predominantly exhibits an ability to exchange cations, while the solid surface retains anions (electrostatically) if pH is below its PZC. A list of common substances and their associated PCZs is shown in Table 3.
Chemical Formula | pHPZC |
---|---|
$\text { Kaolinite }$ | 4.6 |
$\text { Montmorillonite }$ | < 2.5 |
$\text { Corundum, } \alpha-\mathrm{Al}_{2} \mathrm{O}_{3}$ | 9.1 |
$\gamma-\mathrm{Al}_{2} \mathrm{O}_{3}$ | 8.5 |
$\text { alpha- } \mathrm{Al}(\mathrm{OH})_{3}$ | 5.0 |
$\text { Hematite, } \alpha-\mathrm{Fe}_{2} \mathrm{O}_{3}$ | 8.5 |
$\text { Goethite, } \alpha \text {-FeOOH }$ | 9.3 |
$\text { Birnessite, } \delta-\mathrm{MnO}_{2}$ | 2.2 |
$\mathrm{Fe}(\mathrm{OH})_{3}$ | 8.5 |
$\text { Quartz, } \mathrm{SiO}_{2}$ | 2.9 |
$\text { Calcite, } \mathrm{CaCO}_{3}$ | 9.5 |
Example 3.1: Cr(VI) surface complexation on illite. Chromium is a common containment in natural subsurface due to its natural occurrence and wide industrial usage, including electroplating, pigmenting, and dye synthesis. Anionic Cr (VI) is highly mobile and poses a tremendous risk to human and ecosystem health. Clay minerals such as illite are important in controlling Cr(VI) sorption and natural attenuation due to its large surface area and ubiquitous presence (Wang and Li, 2015).
We have an initial solution listed in Table 4. The illite grains in the solution have specified surface area and site density of $\equiv \mathrm{SiOH}$. The surface site $\equiv \mathrm{SiOH}$ goes through several surface complexation reactions as listed in Table 4. Please calculate:
Initial conditions (total concentrations) | Value |
---|---|
Temperature | 25oC |
Solution volume | 250 mL |
pH | 8.0 |
CrO42- | 9.61x10-5mol/L |
Na+ | 0.01 mol/L |
Cl- | 0.01 mol/L |
K+ | 1.93x10-4mol/L |
Al3+ | 1.00× 10-6 mol/L |
Mg2+ | 1.00× 10-6mol/L |
SiO2(aq) | 1.00× 10-5mol/L |
Site density $\equiv \mathrm{SiOH}$ | 1.00× 10-6mol/L |
Illite specific surface area | 15.36 m2/g |
Illite volume fraction | 0.003 |
Reactions | Log Kapp |
$\equiv \mathrm{SiOH}+\mathrm{H}^{+} \Leftrightarrow \equiv \mathrm{SiOH}_{2}^{+}$ | 0.95 |
$\equiv \mathrm{SiOH} \Leftrightarrow \mathrm{SiO}^{-}+\mathrm{H}^{+}$ | -6.59 |
$\equiv \mathrm{SiOH}+\mathrm{Na}^{+} \Leftrightarrow \equiv \mathrm{SiONa}+\mathrm{H}^{+}$ | -6.60 |
$\equiv \mathrm{SiOH}+\mathrm{CrO}_{4}^{2-}+2 H^{+} \Leftrightarrow\left(\equiv \mathrm{SiOH}^{0}-\mathrm{H}_{2} \mathrm{Cr} O_{4}^{0}\right)^{0}$ | 14.50 |
Before setting up the simulations in CrunchFlow, let's think about how to represent this sytem, a well-mixed reactor, in a mathematical form, how many chemical species do we have, how many algebraic relationships that we have, and how many equations we need to solve. Please watch the following video (13:12).
Here are the equations and key points.
Setting up a simulation for surface complexation involves both input and database file. Relevant reading materials on surface complexation in CrunchFlow includes keywords on pages 63, 64, 69.
In the input file, the keyword block for surface complexation is the SURFACE_COMPLEXATION block. Complexation must occur on a specific mineral, so a valid mineral name (listed in the MINERALS keyword block) must be given in the MINERAL keyword block as well. An example:
SURFACE_COMPLEXATION
$\equiv \mathrm{SiOH}$ on Illite
END
Here the $\equiv \mathrm{SiOH}$ is a surface site on the mineral Illite. The mineral must be present in the database. To specify a non-electrostatic model, the mineral name should be followed by the keyword –no_edl. For example:
$\equiv \mathrm{SiOH}$ on Illite -no_edl
The term “-no_edl” means no electrical double layer.
In the database file, you need to specify the surface complexation reactions in Table 4 in the “Begin Surface Complexation” section. In addition, you need to specify charges of the surface species in “Begin Surface Complexation parameters” section.
The exercise 4 in the CrunchFlowExampleExercise is also for surface complexation.
If you try to set up in Phreeqc, Phreeqc manual includes the introduction of surface complexation calculation and the key words such as SURFACE, SURFACE_MASTER_SPECIES, SURFACE_SPECIES. Example 8 in Phreeqc is a good reference for setting up surface complexation reactions.
If instead we have two types of surface sites on illite surface with the reactions and parameters shown in Tables 5. All other conditions remain the same as in example 3.1.
Initial conditions | Value |
---|---|
Temperature | 25oC |
Solution volume | 250 mL |
pH | 8.0 |
Total CrO4-- | $9.61 \times 10^{-5} \mathrm{~mol} / \mathrm{L}$ |
Na+ | 0.01 mol/L |
Cl- | 0.01 mol/L |
K+ | $18.5 \times 10^{-5} \mathrm{~mol} / \mathrm{L}$ |
Site density $\equiv \mathrm{SiOH}$ | $1.0 \times 10^{-6} \mathrm{~mol} / \mathrm{m}^{2}$ |
Site density $\equiv A l O H$ | 0.1 10-6 mol/m2 |
Illite specific surface area | 15.36 m2/g |
Illite volume fraction | 0.003 |
Reactions | Log K |
---|---|
$\equiv\mathrm{SiOH}+\mathrm{H}^+\Leftrightarrow\ \equiv\mathrm{SiOH}_2^+$ | 0.95 |
$\equiv\mathrm{SiOH}\quad\Leftrightarrow\ \equiv\mathrm{SiO}^-+\mathrm{H}^+$ | -6.59 |
$\equiv\mathrm{SiOH}+\mathrm{Na}^+\Leftrightarrow\ \equiv\mathrm{SiONa}+\mathrm{H}^+$ | -6.60 |
$\equiv \mathrm{SiOH}+\mathrm{CrO}_{4}^{2-}+2 \mathrm{H}^{+} \Leftrightarrow\left(\equiv \mathrm{SiOH}^{0}-\mathrm{H}_{2} \mathrm{CrO}_{4}^{0}\right)^{0}$ | 14.50 |
$\equiv\mathrm{AlOH}+\mathrm{H}^+\Leftrightarrow\ \equiv\mathrm{AlOH}_2^+$ | 5.70 |
$\equiv AlOH\quad\Leftrightarrow\ \equiv AlO^-+H^+$ | -11.40 |
$\equiv AlOH+Na^+\Leftrightarrow\ \equiv AlONa+H^+$ | -9.15 |
$\equiv\mathrm{AlOH}+\mathrm{Cl}^-+\mathrm{H}^+\Leftrightarrow\ \equiv\mathrm{AlOH}_2\mathrm{Cl}$ | 7.90 |
$\equiv \mathrm{AlOH}+\mathrm{CrO}_{4}^{2-}+\mathrm{H}^{+} \Leftrightarrow\left(\equiv \mathrm{AlOH}_{2}^{+}-\mathrm{CrO}_{4}^{2-}\right)^{-}$ | 9.42 |
$\equiv \mathrm{AlOH}+\mathrm{CrO}_{4}^{2-}+2 \mathrm{H}^{+} \Leftrightarrow\left(\equiv \mathrm{AlOH}_{2}^{+}-\mathrm{HCrO}_{4}^{-}\right)^{0}$ | 16.30 |
Set up a batch reactor model for AsO43- sorption on Fe(OH)3 given initial conditions and parameters in Tables 6. Run the simulation to understand how sorbed concentrations are affected by different parameters and geochemical conditions.
Initial conditions | Value |
---|---|
Temperature | 25oC |
pH | 7.0 |
AsO4--- | 0.005 mol/L |
Na+ | 0.001 mol/L |
Fe+++ | 0 |
PO4--- | 0.001 mol/L |
Site density $\equiv \mathrm{FeOH}$ | $1.0 \times 10^{-6} \mathrm{~mol} / \mathrm{m}^{2}$ |
Specific surface area | 50 m2/g |
Fe(OH)3 volume fraction | 0.2 |
Reactions | Log K |
---|---|
$\equiv\mathrm{FeOH}+\mathrm{H}^+\Leftrightarrow\ \equiv\mathrm{FeOH}_2^+$ | 5.10 |
$\equiv \mathrm{FeOH} \Leftrightarrow \quad \equiv \mathrm{FeO}^{-}+\mathrm{H}^{+}$ | -10.70 |
$\equiv\mathrm{FeOH}+\mathrm{Na}^+\Leftrightarrow\ \equiv\mathrm{FeO}-\mathrm{Na}+\mathrm{H}^+$ | -9.00 |
$\equiv \mathrm{FeOH}+\mathrm{AsO}_{4}^{3-}+\mathrm{H}^{+} \Leftrightarrow\left(\equiv \mathrm{FeOAsO}_{3}\right)^{2-}+\mathrm{H}_{2} \mathrm{O}$ | 16.6 |
$\equiv \mathrm{FeOH}+\mathrm{PO}_{4}^{3-}+\mathrm{H}^{+} \Leftrightarrow\left(\equiv \mathrm{FeOPO}_{3}\right)^{2-}+\mathrm{H}_{2} \mathrm{O}$ | 16.9 |
Surface complexation occurs ubiquitously in natural and engineered systems. Understanding surface complexation reaction is important to understand and predict reactive transport and fate of chemicals (such as Cr, As, Cd , Cu, Pb) in natural waters, soils, and sediments. Here we introduce the mechanisms and importance, and controlling parameters of surface complexation reactions, and how to set up the model for ion exchange reactions in CrunchFlow.
Competitive Sorption and Transport of Heavy Metals in Soils and Geological Media.by H. M. Selim, 2012. Chapter 2. Equilibrium and kinetic modeling of competitive heavy metals sorption and transport in soils.
Kinetics of Water-Rock Interaction. Brantley, Susan, Kubicki, James, White, Art. 2008. Chapter 4. Kinetics of sorption-desorption.
Aquatic surface chemistry: chemical processes at the particle-water interface. Stumm, Werner. New York : Wiley 1987.
You have reached the end of Lesson 3! Double-check the to-do list on the Lesson 3 Overview page to make sure you have completed all of the activities listed there before you begin Lesson 4. [4]
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