IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS? • The answer is NO! Solubility often controls the concentrations of major solutes such as Si, Ca, and Mg, and some minor or trace solutes such as Al and Fe. • However, for many trace elements, sorption processes maintain concentrations below saturation with respect to minerals. • In other words, sorption is a means to remove solutes even when the solution is undersaturated with any relevant solids. Mineral Surfaces • Minerals which are precipitated can also interact with other molecules and ions at the surface • Attraction between a particular mineral surface and an ion or molecule due to: – Electrostatic interaction (unlike charges attract) – Hydrophobic/hydrophilic interactions – Specific bonding reactions at the surface DEFINITIONS • Sorption - removal of solutes from solution onto mineral surfaces. • Sorbate - the species removed from solution. • Sorbent - the solid onto which solution species are sorbed. • Three types of sorption: – Adsorption - solutes held at the mineral surface as a hydrated species. – Absorption - solute incorporated into the mineral structure at the surface. – Ion exchange - when an ion becomes sorbed to a surface by changing places with a similarly charged ion previously residing on the sorbent. Charged Surfaces OH OH OH2 H+ OH OH OH OH H+ • Mineral surface has exposed ions that have an unsatisfied bond in water, they bond to H2O, many of which rearrange and shed a H+ • ≡S- + H2O ≡S—H2O ≡SOH + H+ Surfaces as acid-base reactants OH OH2+ O- OH OOH OH2+ • The surface ‘SITE’ acts as an amphoteric substance it can take on an extra H+ or lose the one it has to develop charge • ≡S-O- + H+ ↔ ≡S-OH ↔ ≡S-OH2+ • The # of sites on a surface that are +, -, or 0 charge is a function of pH • pHzpc is the pH where the + sites = sites = 0 sites and the surface charge is nil GOUY-CHAPMAN DOUBLE-LAYER MODEL STERN-GRAHAME TRIPLE-LAYER MODEL Sorption to ≡S-OH sites • ≡S-OH + M2+ ≡S-OM+ + H+ • ≡S-OH + L2- ≡S-L- + OH• In addition, can also have bi-dendate sorption reactions: ≡S-OH ≡S-O M + M2+ ≡S-OH ≡S-O + 2 H+ pHzpc • Zero Point of Charge, A.k.a: Zero Point of Net Proton Charge (pHZPNPC) or the Isoelectric Point (IEP) • Measured by titration curves (pHzpc similar to pKa…) or electrophoretic mobility (tendency of the solids to migrate towards a positively charged plate) • Below pHzpc more sites are protonated net + charge • Above pHzpc more sites are unprotonated net - charge POINT OF ZERO CHARGE CAUSED BY BINDING OR DISSOCIATION OF PROTONS Material pHpznpc Material pHpznpc Material pHpznpc -Al2O3 9.1 -Fe2O3 8.5 ZrSiO4 -Al(OH)3 5.0 Fe(OH)3 8.5 Feldspars -AlOOH 8.2 MgO 12.4 Kaolinite 4.6 CuO 9.5 -MnO2 2.8 Montmorillonite 2.5 Fe3O4 6.5 -MnO2 7.2 Albite -FeOOH 7.8 SiO2 2 Chrysotile 5 2-2.4 2 >10 From Stumm and Morgan, Aquatic Chemistry Anion-Cation sorption • Equilibrium description for sorption of: • ≡S-OH + M2+ ≡S-OM+ + H+ DzFsurface [ S OM ][ H ] exp 2 [ S OH ][ M ] RT K intr M Where Dz is the stoichiometric net change in surface charge due to the sorption reaction (+1 here), F is Faraday’s constant (96485 Coulombs per mole), is the electrical potential at the surface, R is the gas constant, and T is temperature in Kelvins, the whole right term is called the coulombic term Inner Sphere and Outer Sphere • Outer Sphere surface complex ion remains bounded to the hydration shell so it does not bind directly to the surface, attraction is purely electrostatic • Inner Sphere surface complex ion bonds to a specific site on the surface, this ignores overall electrostatic interaction with bulk surface (i.e. a cation could bind to a mineral below the mineral pHzpc) ADSORPTION OF METAL CATIONS - I • In a natural solution, many metal cations compete for the available sorption sites. • Experiments show some metals have greater adsorption affinities than others. What factors determine this selectivity? • Ionic potential: defined as the charge over the radius (Z/r). • Cations with low Z/r release their waters of hydration more easily and can form inner-sphere surface complexes. ADSORPTION OF METAL CATIONS - II • Many isovalent series cations exhibit decreasing sorption affinity with decreasing ionic radius: Cs+ > Rb+ > K+ > Na+ > Li+ Ba2+ > Sr2+ > Ca2+ > Mg2+ Hg2+ > Cd2+ > Zn2+ • For transition metals, electron configuration becomes more important than ionic radius: Cu2+ > Ni2+ > Co2+ > Fe2+ > Mn2+ ADSORPTION OF METAL CATIONS - III • For variable-charge sorbents, the fraction of cations sorbed increases with increasing pH. • For each individual ion, the degree of sorption increases rapidly over a narrow pH range (the adsorption edge). SORPTION ISOTHERMS - I • The capacity for a soil or mineral to adsorb a solute from solution can be determined by an experiment called a batch test. • In a batch test, a known mass of solid (S m) is mixed and allowed to equilibrate with a known volume of solution (V ) containing a known initial concentration of a solute (C i). The solid and solution are then separated and the concentration (C ) of the solute remaining is measured. The difference C i - C is the concentration of solute adsorbed. SORPTION ISOTHERMS - II • The mass of solute adsorbed per mass of dry solid is given by Ci C V S Sm where S m is the mass of the solid. • The test is repeated at constant temperature but varying values of C i. A relationship between C and S can be graphed. Such a graph is known as an isotherm and is usually non-linear. • Two common equations describing isotherms are the Freundlich and Langmuir isotherms. FREUNDLICH ISOTHERM n S KC The Freundlich isotherm is described by where K is the partition coefficient and n 1. 60 FREUNDLICH ISOTHERMS 50 1.0 S = 1.5C -1 S (mg g ) 40 30 0.5 S = 5.0C 20 10 0 0 10 20 C (mg L-1) 30 40 When n < 1, the plot is concave with respect to the C axis. When n = 1, the plot is linear. In this case, K is called the distribution coefficient (Kd ). LANGMUIR ISOTHERM The Langmuir isotherm describes the situation where the number of sorption sites is limited, so a maximum sorptive capacity (S ) is reached. max LANGMUIR ISOTHERMS 40 30 -1 S (mg g ) The governing equation for Langmuir isotherms is: 30 1.5C S 1 1.5C 20 S 30 0.1C 1 0.1C Smax KC S 1 KC 10 0 0 10 20 C (mg L-1) 30 40 ION EXCHANGE REACTIONS • Ions adsorbed by outer-sphere complexation and diffuse-ion adsorption are readily exchangeable with similar ions in solution. • Cation exchange capacity: The concentration of ions, in meq/100 g soil, that can be displaced from the soil by ions in solution. ION EXCHANGE REACTIONS • Exchange reactions involving common, major cations are treated as equilibrium processes. • The general form of a cation exchange reaction is: nAm+ + mBX mBn+ + nAX • The equilibrium constant for this reaction m n is given by: aB N A K n A a N m B Sorption of organic contaminants • Organic contaminants in water are often sorbed to the solid organic fractions present in soils and sediments g adsorbed/g solid organic C K oc g/ml in solution • Natural dissolved organics (primarily humic and fulvic acids) are ionic and have a Koc close to zero • Solubility is correlated to Koc for most organics Measuring organic sorption properties • Kow, the octanol-water partition coefficient is measured in batches with ½ water and ½ octanol – measures proportion of added organic which partitions to the hydrophobic organic material • Empirical relation back to Koc: log Koc = 1.377 + 0.544 log Kow