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A reference database in LeachXS™ Lite for release of substances from construction products including alternative materials. Hans van der Sloot, David Kosson, Ole Hjelmar, Rob Comans, Paul Seignette, Andy Garrabrants and Andre van Zomeren
WA
SC
ON
20
12
- To
wa
rds e
ffectiv
e, d
ura
ble
an
d s
usta
ina
ble
pro
du
ctio
n a
nd
use
of a
ltern
ativ
e m
ate
rials
in c
on
stru
ctio
n
Ma
y 3
0 –
Ju
ne
1, 2
01
2, G
oth
en
bu
rg, S
we
de
n
Outline
15/06/2012 2
Status of standardisation of leaching tests
Covered by Andy Garrabrants
Regulatory context
Covered by Rein Eikelboom
Leaching test results for high volume material streams
Bandwidth, benchmarking and quality control
Role of Lab – field relationships and geochemical speciation to complete a long term release assessment
Conclusions
TANK LEACH TEST MONOLITH CEN/TS 15863 and EPA Draft method
1315 and COMPACTED
GRANULAR LEACH TEST (NEN 7347 and EPA method
1313).
PERCOLATION LEACHING TEST CEN TS 14405 or EPA Draft method
1314
GRANULAR MATERIALS
MONOLITHIC MATERIALS
or
pH DEPENDENCE TEST: BATCH MODE ANC, CEN/TS 14429, or EPA Draft method 1313 or, COMPUTER CONTROLLED CEN/TS 14997
Chemical speciation aspects Time dependent aspects of release
Same as granular +
Standardisation: CEN/TC292, ISO/TC190, CEN/TC345, CEN/TC351,
SW846 (US EPA), Taiwan
Characterisation leaching tests
Test set covers almost any practical condition for any material; redox capacity test needed; comparison with field data to complement the release behaviour
15/06/2012 3
Construction Products Directive (EU CPD)
Construction Products Regulation (EU CPR).
European Landfill Directive (EU LFD)
End of Waste regulation (EU EoW)
Waste Catalogue (EU WC)
Hazardous Waste Directive (EU HW)
REACH Regulation
Groundwater Directive
Regulatory context
With multiple regulations : preferably not multiple testing and multiple impact judgment approaches for the same material or product
15/06/2012 4
Major beneficially used material streams
15/06/2012 5
Construction material
Current number of available datasets
Reference Release as a
function of pH
Release as a
function of L/S
Recycled concrete 109 146
Van der Sloot et al, 2001 & 2011; RIVM database
BASIS, 1995; Engelsen et al, 2010-20-12.
Basic oxygen furnace
(BOF) slag 51 131
Comans et al, 1991; ABANDA database NRWF
2000; RIVM database BASIS, 1995; Huijgen and
Comans, 2006; van der Sloot et al, 2010; Bialucha,
2010.
Bottom ash from
incineration of
household waste
38 175
Meima, 1997; Dijkstra et, 2002; Dijkstra et al,
2008; ABANDA (NRWF), 2000; RIVM database
BASIS, 1995; SIWAP, 2008; Lopez-Mesa, 2010;
Rendek, 2008; Chen, 2008; van der Sloot et al,
2008a; ECN, 2010.
Recycled concrete aggregate
15/06/2012 6
0.1
1
10
100
1000
10000
100000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of SO4 as S
0.00110000000
2 7 12
Rel
ease
(m
g/k
g)
pH
pH dependent release of Al90 % Confidence intervals
Recycled concrete Median
Recycled concrete Average
SQD Cat. I (2007)
0.1
1
10
100
1000
10000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of S
0.00001
0.0001
0.001
0.01
0.1
1
10
100
1000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Ni
0.001
0.01
0.1
1
10
100
1000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Ni
Recycled concrete aggregate
15/06/2012 7
0.00110000000
2 7 12
Rel
ease
(m
g/k
g)
pH
pH dependent release of Al90 % Confidence intervals
Recycled concrete Median
Recycled concrete Average
SQD Cat. I (2007)
0.00001
0.0001
0.001
0.01
0.1
1
10
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of V
0.0001
0.001
0.01
0.1
1
10
100
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Zn
0.0001
0.001
0.01
0.1
1
10
100
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Zn
0.0001
0.001
0.01
0.1
1
10
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of V
BOF slag
15/06/2012 8
0.00001
0.0001
0.001
0.01
0.1
1
10
100
1000
10000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of V
0.00001
0.0001
0.001
0.01
0.1
1
10
100
1000
10000
0.1 1 10
Cu
mu
lati
ve
re
lea
se
(m
g/k
g)
L/S (L/kg)
Cumulative release of V
0.0001
0.001
0.01
0.1
1
10
100
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Cr
0.0001
0.001
0.01
0.1
1
10
100
0.1 1 10
Cu
mu
lati
ve
re
lea
se
(m
g/k
g)
L/S (L/kg)
Cumulative release of Cr
0.0001100000
2 7 12
Re
lea
se
(m
g/k
g)
pHpH dependent release of
Zn
90 % Confidence interval
BOFslag Median
BOFslag Average
SQD Cat. I (2007)
Slope 0.5
MSWI bottom ash
15/06/2012 9
0.0001
100000
0.1 1 10 100
Cu
mu
lati
ve
re
lea
se
(m
g/k
g)
L/S (L/kg)
Cumulative release of Zn MBA 90 % Confidence limit
MBA Median (mg/kg)
MBA Average (mg/kg)
SQD Cat. 2 (2007)
SQD cat. I (2007)
slope=1.0
Solubility
controlled
release
Washout of a
soluble
species , here
Cu-DOC
0.01
0.1
1
10
100
1000
10000
100000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Al
0.01
0.1
1
10
100
1000
10000
100000
0.1 1 10
Cu
mu
lati
ve
re
lea
se
(m
g/k
g)
L/S (L/kg)
Cumulative release of Al
0.01
0.1
1
10
100
1000
10000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Cu
0.01
0.1
1
10
100
1000
10000
0.1 1 10
Cu
mu
lati
ve
re
lea
se
(m
g/k
g)
L/S (L/kg)
Cumulative release of Cu
0.01
0.1
1
10
100
1000
10000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Cu
0.01
0.1
1
10
100
1000
10000
0.1 1 10(Cu
mu
lati
ve
) re
lea
se
(m
g/k
g)
L/S (L/kg)
(Cumulative) release of Cu
0.01
0.1
1
10
100
1000
10000
100000
2 4 6 8 10 12 14
Re
lea
se
(m
g/k
g)
pH
pH dependent release of Al
0.01
0.1
1
10
100
1000
10000
100000
0.1 1 10(Cu
mu
lati
ve
) re
lea
se
(m
g/k
g)
L/S (L/kg)
(Cumulative) release of Al
Compliance and quality control using the benchmark MSWI BA
15/06/2012 10
Full test comparison
Single step data comparison
Benchmark - pH dependence Benchmark - percolation
Lab to field comparison for MSWI BA (road base application)
15/06/2012 11
0.001
1000
2 7 12
Co
nce
ntr
atio
n (
mg/
L)
pH
pH dependent concentration of ZnMSWI BA DE
MSWI BA NL
MSWI BA fresh NL
MSWI BA Road base Lab charact. SE
MSWI BA Road base Core samples L/S=10
0.01
0.1
1
10
100
1000
10000
2 4 6 8 10 12 14
Co
nce
ntr
ati
on
(m
g/L)
pH
pH dependent concentration of Al
0.01
0.1
1
10
100
1000
2 4 6 8 10 12 14
Co
nce
ntr
ati
on
(m
g/L)
pH
pH dependent concentration of Cu
0.0001
0.001
0.01
0.1
1
10
100
1000
2 4 6 8 10 12 14
Co
nce
ntr
ati
on
(m
g/L)
pH
pH dependent concentration of Ni
0.0001
0.001
0.01
0.1
1
2 4 6 8 10 12 14
Co
nce
ntr
ati
on
(m
g/L)
pH
pH dependent concentration of Mo
Geochemical speciation
15/06/2012 12
1.0E-03
1.0E-02
1.0E-01
1.0E+00
1.0E+01
1.0E+02
1.0E+03
1.0E+04
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Re
lea
se
(m
g/k
g)
pH
Partitioning liquid-solid of Zn
Free
DOC-bound
POM-bound
FeOxide
Clay
ZnSiO3
0.001
0.01
0.1
1
10
100
1000
10000
1 2 3 4 5 6 7 8 9 10 11 12 13 14
0.01
0.1
1
10
100
1000
10000
100000
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Co
nce
ntr
ati
on
(m
g/k
g)
pH
Zn as function of pH
INGESTION
INHALATION
CEMENT
STABILIZATION
NATURAL
SOIL
ACIDIC
ENVIRONMENTS
CARB ONATION
The geochemical modelling of MSWI bottom ash can reveal mineral and sorptive
phases controlling release of substances and provides means for prediction of
release under different exposure scenarios, ecotoxicological effects as well as
long term release behaviour aspects.
Data Management Tools
Data Templates– for managing data in the lab Excel® spreadsheets for each method
Perform basic, required calculations (e.g, moisture content)
Record laboratory data
Archive analytical data with laboratory information
Form the upload file to materials database
LeachXS (Leaching eXpert System) LiteTM -- for data assessment Data visualization and processing program
Compare leaching test data: Between materials for a single constituent (e.g., As in two different CCRs)
Between constituents in a single material (e.g., Ba and SO4 in cement)
To default or user-defined “indicator lines” (e.g., QA limits, threshold values)
Export leaching data to Excel spreadsheets
Freely available at http://www.vanderbilt.edu/leaching
13
http://www.vanderbilt.edu/leaching
Conclusions
A limited set of proper characterisation tests – pH dependence, percolation and monolith leach test – still suffices to describe release behaviour from a wide range of materials in a variety of applications.
Following the use of this more sophisticated testing, significant progress in understanding release controlling processes has been made, which is necessary for decisions on treatment and quality improvement
At present benchmarks can be defined based on statistical evaluation of a suitable set of characterisation leaching data sets. These can form the reference base against which quality control objectives are judged.
Note that leaching data need to be treated as log normal distributed data
This reference data set can be expanded to strengthen the uncertainty bounds for the material under consideration.
When for a given material the benchmarks for most or all substances are met, then further testing of such substances is not necessary or only with a low frequency.
15/06/2012 14
Conclusions
In the evaluation of leaching from materials, carbonation and oxidation are crucial processes to consider, but these processes can not be derived from single step test results and cannot be mimiced well in the laboratory.
In this context the relationship between test data from the laboratory and field have been shown to be very promising and provide a basis to make long term projections of release.
Benchmark for leaching behaviour of recycled concrete aggregate, BOF slag and MSWI bottom ash has been realized and will be made available through LeachXS Lite.
The benchmarks can be used to place end-user data in perspective, judge release behaviour in relation to available regulations and provide a basis for drafting WFT (without further testing) dossiers.
15/06/2012 15
Thank you for your attention
Questions?
15/06/2012 16