Transcript
Page 1: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

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.

Page 2: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

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

Page 3: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

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.

Page 4: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

Charged Surfaces

• 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 ≡S-OH + H+H+

OH

OH

OH

OH

H+OH2

OH

OH

Page 5: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

Surfaces as acid-base reactants

• 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

OH2+

OH

OH

OH

O-

O-

OH2+

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GOUY-CHAPMAN DOUBLE-LAYER

MODEL

STERN-GRAHAME TRIPLE-LAYER

MODEL

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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-OH

+ M2+

≡S-O

≡S-O

M + 2 H+

Page 8: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

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

Page 9: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

POINT OF ZERO CHARGE CAUSED BY BINDING OR

DISSOCIATION OF PROTONS

Material pHpznpc Material pHpznpc Material pHpznpc

-Al2O3 9.1 -Fe2O3 8.5 ZrSiO4 5-Al(OH)3 5.0 Fe(OH)3 8.5 Feldspars 2-2.4-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 2-FeOOH 7.8 SiO2 2 Chrysotile >10

Page 10: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

From Stumm and Morgan, Aquatic Chemistry

Page 11: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

Anion-Cation sorption• Equilibrium description for sorption of:• ≡S-OH + M2+ ≡S-OM+ + H+

Where z 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

RT

zF

MOHS

HOMSK surfaceintr

M exp]][[

]][[2

Page 12: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

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)

Page 13: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

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.

Page 14: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

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.

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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+

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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).

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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.

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SORPTION ISOTHERMS - II• The mass of solute adsorbed per mass of dry solid

is given by

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.

m

i

S

VCCS

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FREUNDLICH ISOTHERM

The Freundlich isotherm is described by

where K is the partition coefficient and n 1.

nKCS

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 ).

C (mg L-1)

0 10 20 30 40

S (

mg

g-1

)

0

10

20

30

40

50

60

S = 1.5C1.0

S = 5.0C0.5

FREUNDLICH ISOTHERMS

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LANGMUIR ISOTHERMThe Langmuir isotherm describes the situation where

the number of sorption sites is limited, so a maximum sorptive capacity (S max) is reached.

C (mg L-1)

0 10 20 30 40

S (

mg

g-1

)

0

10

20

30

40 LANGMUIR ISOTHERMS

C

CS

1.01

1.030

C

CS

5.11

5.130

The governing equation for Langmuir isotherms is:

KC

KCSS

1max

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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.

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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 is given by:

mB

nA

nA

mB

N

N

a

aK

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Organic Geochemistry

• Organic compounds – where do they come from?

• How are they different from inorganic compounds?

• What determines if they are reactive (more nonreactive = recalcitrant)

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Sorption of organic contaminants

• Organic contaminants in water are often sorbed to the solid organic fractions present in soils and sediments

• 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

solutionin g/ml

C organic solidadsorbed/g gKoc

Page 25: IS SOLUBILITY THE ONLY CONTROL ON SOLUTE CONCENTRATIONS?

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


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