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EGG E nvironmental G eochemistry G roup Application of extraction and leaching methods and their interpretations Vojtěch Ettler Institute of Geochemistry, Mineralogy and Mineral Resources Charles University in Prague, Czech Republic ([email protected])

Application of extraction and leaching methods and their ... · EGG – Environmental Geochemistry Group Application of extraction and leaching methods and their interpretations Vojtěch

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EGG – Environmental Geochemistry Group

Application of extraction

and leaching methods

and their

interpretations

Vojtěch Ettler Institute of Geochemistry, Mineralogy and Mineral Resources

Charles University in Prague, Czech Republic

([email protected])

Presentation outline

• introduction – what is leaching?

• single extractions

• sequential extraction procedures (SEP)

• leaching tests for wastes

methods and their applicability

problems

certified reference materials

Introduction – why and how?

• leaching/extraction tests

• interaction between solution and solid

• analysis of compounds in solution

• application for contaminants

• determination of their mobility & bioavailability

• environmental sciences (geochemistry,

agrochemistry, waste management)

Leaching process - interactions

Single extractions

Part 1

Methods and their applications

• experimentally simple, easy and quick

• determination of leachability of a given

element from the solid to the

• soils and sediments

• „bioavailability“, mainly for plants

• „(bio)available“ – leachable in the root zone

of plants - rhizosphere

• solid sample

• PE bottle

• leaching solution

• liquid-to-solid ratio (L/S)

L/S = 2 to 10

• time of shaking 1-24 h

• centrifugation – filtration

• solution analysis, recalculation mg/l mg/kg

• expressed as % element leachability

Experimental protocols

Inorganic extracting solutions

• deionized water

• „exchangeable“ fraction

• 0.01-1 M solutions of inorganic salts

• 0.01 M CaCl2

composition and ionic strength as a soil

solution

• 1 M NH4NO3

standard method (Germany), agrochemistry

0.01 M CaCl2 extraction - Cd & Zn

Element measured in soil water from lysimeters versus in 0.01 M CaCl2

Degryse et al. (2003) Eur. J. Soil. Sci. 54, 149

Cd Zn

Organic extractants – why?

• acidification

• complexation

fungi hyphae

plant roots

Organic extractants – why?

hydrated surface

of a silicate mineral

Mg-phtalate

• chelating reactions

• promoting dissolution

of primary minerals

acidic

conditions

phtalate

Organic extractants - methods

• acetic acid (0.11-0.43 M)

• EDTA – ethylendiaminetetraacetic a.(0.05 M)

• DTPA – diethylentriaminepentaacetic a.

(0.005 M + 0.01 M TEA a CaCl2)

• used in standardized protocols

• often buffered solutions or pH adjusted to

the value of 7

• time of extraction 1-2 h

Problem #1 – kinetics of the extraction

Pb

Cd

Cr

Zn

Cu

Ni

Leachability in the mixture of low-molecular-weight organic acids

[10 mM]

Feng et al. (2005) Environ. Pollut. 137, 231.

Problem #2 – buffering capacity

• the buffering capacity of extractant can be

exhausted during the interaction with soil

• DTPA buffered to pH 7.3

• for highly organic acidic soil >>> lowering the

pH of the extract

Eg. Polluted forest soil (37-46% TOC, pH 3.5-3.7). During extraction with

DTPA buffered to pH 7.3 the final pH of the extract is 3.4-3.9.

Resulting mobile concntration of a given element is a combination of

effects related to complexating reactions and pH.

Ettler et al. (2007) Anal. Chim. Acta 602, 131.

Problem #3 - oxyanions

• some contaminant are present as anions

• As: [As(III)] AsO33- & [As(V)] AsO4

3-

• Sb: [Sb(III)] Sb(OH)30 & [Sb(V)] Sb(OH)6

-

• easy binding to + charged surfaces

Fe oxyhydroxides at low pH and humic

substances via aminogroups

HA-NH2 + HX (weak acid) = HA-NH3+X-

HA-NH3+Sb(OH)6- + OH- = HA-NH3

+OH- + Sb(OH)6-

Problem #3 - oxyanions

Ion exchange

Sb(OH)6- ↔ Cl-

Sb(OH)6- ↔ NO3

-

Specific sorption

Sb(OH)6- ↔ PO4

3-

Ettler et al. (2007) Chemosphere 68, 455.

Certified reference materials (CRM)

• European Commission´s Measurement and Testing

Program (IRMM, Belgium)

• EDTA & acetic acid (Cd, Cr, Cu, Ni, Pb a Zn)

BCR-483 (sewage sludge amended soil)

BCR-484 (sewage slunge amended terra rosa soil)

BCR-700 (organic rich soil)

• CaCl2, NaNO3, NH4NO3 (indicative values)

BCR-483

Sequential extraction

procedures (SEP)

Part 2

Basic facts

• „selective“ or „sequential“ extraction

• higher number of extracting solutions

• 1 g of sample (sediment, soil)

• successive leaching using extracting solutions

with increasing extractability

• based on SEP proposed in 1979 by

André Tessier et al.

SEP applications 1970-2006

Bacon a Davidson (2008) Analyst 133, 25.

SEP according to Tessier et al. (1979)

1. Exchangeable fraction

1 mol/l MgCl2 (pH 7)

2. Fraction bound to carbonates

1 mol/l Na-acetate with acetic acid (pH 5)

3. Fraction bound to Fe & Mn oxides

0.04 mol/l hydroxylamine hydrochloride (NH2OH·HCl) in 25%

acetic acid (96°C)

4. Fraction bound to organic matter and sulphides

HNO3/H2O2 (85°C) then ammonium acetate in 20% HNO3

5. Residual fraction

total digestion in mineral acids (HClO4/HF)

Interpretation of the Tessier´s SEP

mobile

fractions

1. Exchangeable fraction

sorption to soil sorption complex

2. Fraction bound to carbonates

dissolution under slightly acidic conditions

3. Fraction bound to Fe and Mn oxides

release during the dissolution of Fe and Mn oxides

4. Fraction bound to organic matter and sulphides

digestion of organic matter and sulphides under highly

oxidizing conditions

5. Residual fraction

bound to „residuum“, in silicates and less soluble oxides

(e.g. spinels)

SEP according to BCR

• simplified methodology

• Exchangeable + acid-extractable fraction

(0.11 mol/l acetic acid)

• Reducible fraction

(0.5 mol/l hydroxylamine hydrochloride at pH 1.5)

• Oxidisable fraction

(H2O2 at 85°C, then 1 mol/l ammonium acetate)

Sum of these fraction substracted from the pseudo-

-total aqua regia digest (HNO3/HCl = 1/3)

~ residual fraction

Problem #1 – selectivity of extractants

Is the element bound to fraction 3 (Fe and Mn oxides)

in the Tessier´s methodology really bound to these

oxides?

COULD NOT BE!

• Extracting solutions should be considered as

„operationally defined“, in terms of chemical reactivity

• It is important to verify the presence/absence of

a given phase using some independent method

(XRD, VMP, EXAFS, SEM)

Problem #1 – selectivity of extractants

Forest soil

(smelter-polluted)

mobile Pb

• Pb bound in mobile (exchangeable fraction), although bound to OM

• OM is also an adsorbing material, to which metals are bound to!!!

Problem #2 – data visualization

• better visualize the data in real concentration than in %

• not misleading!

Problem #3 - oxyanions

• similar problem as for single extractions

• in literature you can find a number of compa-

rative studies and new procedures better

suited for oxyanions (mainly As)

Certified reference materials (CRM)

• CRM for standard SEP according to BCR

BCR-601 (lake sediment, no more available)

BCR-701 (lake sediment)

BCR-483 (sewage sludge amended soil)

values for Cd, Cr, Cu, Ni, Pb, Zn

in the literature also NIST 2711 (Montana soil) etc

• application of BCR SEP is the most practical

Part 3

Bioaccessibility

extractions

Human health implications

• extraction test in vitro

• how contaminants are leached from a given

material (soil, dust) in simulated human body

fluids?

• gastric bioaccessibility (ingestion)

• lung bioaccessibility (inhalation)

• soil ingestion (pica behaviour)

• Simple Bioaccessibility Extraction Test (SBET) – US EPA

• gastric fluid simulation

• 0.4 M glycine, pH 1.5 (HCl), L/S = 100, 2 h extraction at 37°C

Gastric bioaccessibility

Gastro-intestinal

Extraction

Step 1. pH ~ 1

Step 2. pH = 7

Roussel et al. (2010): AECT 58, 945.

Bioaccessibility:

As, Pb (81-100%)

Co, Cu, Zn (58-83 %)

Ettler et al. (2012) J. Geochem. Explor. 113, 68.

Example: mining/smelting soils in Zambia

Lung bioaccessibility

• only solid of grain size < 10 μm should be taken

• fraction accessible for inhalation

• simulated lung fluid:

• L/S = 20, 37°C, 6 days leaching to attain equilibrium

NaCl (110 mM), NaHCO3 (31 mM), Ca acetate (2.5 mM)

CaCl2 (2.5 mM), Mg acetate (1 mM), MgCl2 (1 mM)

KH2PO4 (2 mM), K2SO4 (1 mM), citric acid (1 mM)

albumin (0.2 g/l)

Twining et al. (2005) Environ. Sci. Technol. 39, 7749.

Leaching tests

for mineral wastes

Part 4

E.g.

Germany (norms DIN, www.din.de)

France (norms AFNOR, www.afnor.fr)

Netherlands (norms NEN, www.nen.nl)

Why?

• determination of hazardous properties

(contaminant release/leaching)

• standardized leaching tests

• defined by legislation at national and

at international level

Network on Harmonization of Leaching/Extraction Tests

• definition of EU testing methods under CEN

(Comité Européen de Normalisation)

• norms CEN TC 292 WG6 - Characterization of

waste (partly validated, some tests under construction)

• based on national tests applied for waste testing and

international ISO norms

EU framework – www.leaching.net

• first part ” Characterization of waste” validated

in EU states as EN 12457 (parts 1-4)

EN 12457

Characterisation of waste - Leaching

-Compliance test for leaching of

granular waste materials and sludges

batch reactor (PE, HDPE)

crushed waste (< 4mm)

leaching solution (DI water)

L/S = 2 – 10

• shaked on a table shaker for 24 h

• filtration (0.45 μm) and analysis of leachate

• limit criteria (inert, non-hazardous, hazardous)

Batch leaching test EN 12457

NH/N H non-hazardous hazardous

As

Cd

Cr

Cu

Hg

Pb

Sb

Zn

mg/kg

2

1

10

50

0,2

10

0,7

50

25

5

70

100

2

50

5

200 If the limit for hazardous waste is exceeded, the material must be

stabilized/solidified and test repeated before being landfilled.

Limit criteria (test EN 12437-2, L/S = 10)

Advantages of the batch test: • simple experimental protocol

• quick and cheap

Drawbacks of the batch test: • only short-term interaction (24 h)

• solid sample and liquid may not be in equilibrium

• no long-term predictions can be done using this

batch test

Problem #1

• paralel extractions at L/S = 10 (for 48 h) at a range

of pH (at least 8 values of pH)

• pH controlled by addition of HNO3 or NaOH

pH-static leaching test

• CEN/TS 14429 – pH dependence leaching test

(initial acid/base addition) – published 2005

• CEN/TS 14997 – pH dependence leaching test

(continuous pH control) – published 2006

Experimental setup of pH-stat test

(1)

(2)

(3)

(4)

(1) ingestion

(2) acidic soils

(3) neutral soils

(4) stabilized soils

(cementation)

Output of the pH-stat test

Advantages of the pH-stat test: • information useful for geochemical modelling

• pH is a key parameter influencing the leachability

• material behaviour in extreme conditions

(worse-case scenario)

Drawbacks of the pH-stat test: • interaction process may not be in equilibrium

even after 48 hours of leaching

• installation of natural steady-state pH not possible

Problem #2

• based on Dutch test NEN 7343

crushed sample, 95% of grains

• must be < 4 mm

• 0,8 l of sample is leached (ca. 3 kg)

• procedure of sample insertion

in the column is strictly defined

in the norm

Column leaching test (percolation)

Percolation test (CEN/TS 14405

- column test) with up-flow setup

- published 2004

peristaltic pump

waste column

autosampler

leaching solution

filter

pressure control (CO2)

Experimental setup

• flow in the column is ca. 15 cm/day

(12 ml/h for column 5 cm, 48 ml/h for 10 cm) • sampling of leachate fractions

cumulative ratio L/S (liquid-to-solid in l/kg)

- volume of solution interacting with waste

solid

- total of 7 fractions

L/S = 0,1; 0,2; 0,5; 1,0; 2,0; 5,0; 10,0

• filtration and subsequent analysis of the leachate

• experiment duration ca. 30 days

Experimental setup

Experimental setup of column test

Replication of experimental columns

L/S = 10

defined in the norm

Output of the column leaching test

Liquid to solid ratio defines the volume of water that has been

in contact with one kilogram of solid material

Net infiltration rate, I

Bulk density, D

Height, H

Time until the first

leachate appears

Example:

L/S = 2 L/kg

D = 1 kg/dm3

H = 10 m

I = 200 mm/yr

t = (2 * 1 * 10)/0.2 = 100 years

L/S = (I * t) / (D * H)

t = (L/S * D * H) / I

L/S concept – what the L/S ratio says?

Advantages of the column test: • better simulates real-life conditions (scenarios)

such as dumping in a disposal site

• longer-term test

Drawbacks of the column test: • sometimes difficult interpretation

• preferential path of water percolation through

the column

Problem #3

Leaching results - interpretations

• availability (combination with in situ experiments)

• geochemical behaviour

(combination with geochemical models:

PHREEQC-2, ORCHESTRA - speciation, sorption,

ionic exchange, precipitation of solids) • mobility in a disposal site

(combination with speciation/transport modelling

PHAST) • mineralogical studies (speciation in solid phase)

Concluding remarks

• extraction/leaching methods

• routinely used in environmental sciences s.l.

• relatively cheap tools in comparison with

e.g. biological techniques

• studies on contaminant mobility and various

geochemical interactions between solid and

solutions

• CRM available for some extraction

(QC/QA feasible)

Literature – see for example:

Journals:

Analytica Chimica Acta

TrAC-Trends in Analytical Chemistry

Analyst

Environmental Science & Technology

Internet:

www.leaching.net

Thanks for your attention!

Questions?

[email protected]