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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 WASCON 2012 - Towards effective, durable and sustainable production and use of alternative materials in construction May 30 June 1, 2012, Gothenburg, Sweden

A reference database in LeachXS Lite for release of substances … · 2016. 3. 11. · CEN/TS 14997 Chemical speciation aspects Time dependent aspects of release Same as granular

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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