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Evaluation of the Use of Synthetic Zeolite as a Backfill Material in Radioactive Waste Disposal Facility

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Title: Evaluation of the Use of Synthetic Zeolite as a Backfill Material in Radioactive Waste Disposal Facility


1
Evaluation of the Use of Synthetic Zeolite as a
Backfill Material in Radioactive Waste Disposal
Facility


Presented by Dr Ahmed Mohamed
El-Kamash Hot Lab. Waste Management
Center AEAE, Egypt
2
AIM OF WORK
Evaluate the feasibility of using synthetic
zeolite NaA-X prepared from fly ash (FA) as
backfill material in the proposed radioactive
waste disposal facility in Egypt. Also, the
migration behavior of cesium and strontium ions,
as two of the most important radionuclides
commonly encountered in Egyptian waste streams
through the proposed backfill material is studied
using mathematical models
3
Radioactive disposal system
  • The principle objectives of radioactive
    waste management are to assure that workers and
    public are not harmed now or in future by the
    effects of radiation from the wastes and that the
    environment is not adversely affected.
  • The fundamental safety concept for the
    disposal of radioactive wastes is to isolate the
    waste from the accessible environment for a
    period sufficiently long to allow substantial
    decay of the radionuclides and to limit release
    of residual radionuclides into the accessible
    environment.

4
A disposal system is intended to
  • isolate the waste from the accessible
    environment for certain amount of time until
    waste activity reduced to acceptable hazardous
    level.
  • control the radionuclides that reach the
    accessible environment
  • limit the consequences of any unacceptable
    release to accessible environment

5
Major Types of Radioactive Waste Disposal
facilities
  • Near surface disposal facility means a land
    disposal facility in which radioactive waste is
    disposed of in or within the upper 30 meters of
    the earths surface.
  • Deep Geological Disposal for high level waste
    such as spent nuclear fuel, gt400 meters
    underground

6
Repository design components
  • The engineering barrier system
  • Engineered barriers can be used as physical and
    /chemical obstruction to prevent or delay
    migration of radionuclides.
  • The natural barrier system
  • Consists of the geological media hosting the
    repository and any other geological formations
    contributing to waste isolation.

7
Multiple barrier concept
  • The long term safety of a repository relies on a
    series of barriers The Engineered Barrier and
    The natural Barrier
  • Multiple barrier concept is employed in which the
    waste form, the engineered barriers and the site
    itself all contribute to the isolation of the
    radionuclides.
  • The failure of one or more of these barriers
    will be compensated by the rest of them

8
Function of barriers
  • Barriers can either provide
  • absolute containment for a period of time, such
    as the metal wall of a container, or
  • may retard the release of radioactive materials
    to the environment, such as a backfill or host
    rock with high sorption capability.

9
Elements of engineered barriers
10
Backfill materials
  • Backfills are used for a number of purposes
    void filling to avoid excessive settlement,
    limitation of water infiltration, sorption of
    radionuclides, precipitation of radionuclides.
    Typical materials used, either singly or as
    admixtures, include clays, cement grout, rock,
    and soil.
  • It is important to select the appropriate
    backfill. Selections of backfill materials for
    radioactive waste disposal have been derived from
    a much data on adsorption behaviour of
    radionuclides on several natural and synthetic
    materials.
  • For long-term performance assessment of
    radioactive repositories, knowledge concerning
    the migration of radionuclides in the backfill
    materials is required .
  • Sorption reactions are expected to retard the
    migration of radionuclides thereby reducing the
    potential radiological hazard to humans resulting
    from disposal of radioactive waste.

11
In respect to fly ash
  • Fly ash is an inorganic spherical residue
    obtained at coal power plants.
  • The spherical microscopic structure of fine fly
    ash is related to the equilibrium between the
    operating forces on the molten inorganic
  • The past applications of fly ash were restricted
    to its application in industry as an additive or
    as an adsorbent.

12
Synthesis of zeolites from fly ash
  • Zeolite synthesis is one of a number of potential
    applications for obtaining high value industrial
    products from fly ash for environmental
    technology.
  • The composition similarity of fly ash to some
    volcanic materials, precursor of natural zeolites
    promoted the synthesis of zeolite from this waste
    material.

13
Results in the present work are divided into
three main parts
  • Synthesis and characterization of pure zeolites
  • Sorption studies
  • Long term behavior of zeolite NaA-X blend as
    proposed backfill

14
Synthesis and characterization of pure
zeolites
PART 1
Physical properties of fly ash
XRF technique
SiO2 Al2O3 Na2O MgO P2O5 SO3 Cl K2O CaO TiO2 Fe2O3 Oxide
43.81 23.18 0.87 0.80 0.49 15.68 4.01 2.72 6.10 2.31 0.01 Wt
Intermediate glass content of about 66.99
15
XRD technique for Fly Ash
mullite (3Al2O3.2SiO2) and a-quartz
(SiO2)
exits as crystalline substances, as identified by
sharp peaks, while the presence of amorphous
phases were identified by broad peaks (near 24
angle)
16
Silica-Aumina extraction by fusion
  • - The available silica in fly ash was extracted
    by the alkali fusion method using sodium
    hydroxide.
  • The amount of extracted silica was131.43g/kg fly
    ash.
  • The amount of extracted alumina was about 41.72
    g/kg.
  • Synthesis of pure A-X ZEOLITE blend

17
Synthesis of pure NaA-X zeolite
The synthesis of NaA-X zeolite blend was carried
out using the molar oxide ratios
of SiO2/Al2O3 2.1 Na2O/SiO2 1.4
H2O/Na2O 39.0 Sodium aluminate solution
was used externally to adjust the SiO2/Al2O3
ratio to the desired value
18
Flow sheet diagram for the synthesis of NaA-X
zeolite blend from fly ash using extraction method
19
XRF technique for synthesized Zeolite NaA-X
Na Al Si Ca Ti Mg Fe S K P other elements Element
27.79 33.41 38.34 0.067 0.081 0.062 lt0.01 0.002 0.056 0.004 lt0.1 Wt.
It clear that Si/Al ratio equals 1.15 which lied
in the region of zeolite-A and X as reported in
Breck ternary diagram
20
XRD technique For Synthesized Zeolite NaA-X
I
zeolite X and zeolite A
The spectrum exhibits fingerprint lines of both
zeolite X at 2? 6.10 and zeolite A at 2?
7.20 and 9.93.
21
Scanning electron microscopy for raw FA and
fused FA at different intervals
SEM
  • Untreated FA Smooth and spherical particle
    interspersed in aggregates of crystalline
    compounds which may correspond to a-quartz and
    mullite.
  • After 15 min fusion with Na OH (The amorphous
    aluminosilicates in fly ash were dissolved -Small
    surface cracks appeared - The particle surface
    changed, like unevenness
  • After 30 min (The surface of FA became rough and
    burst - Larger cracks were appeared librating
    small aggregates
  • After 60 min ( Small cenosphere were appeared
    -Several crystalline materials were precipitated
    onto the surface of FA particle

22
Scanning electron microscopy for Synthesized
Zeolite NaA-X
SEM picture of the synthesized zeolite blend
providing an evidence for cubic crystal
characteristic for Na-A zeolite and the
pyramidal octahedral crystal of Na-X zeolite
23
(No Transcript)
24
sorption studies
PART 2
  • Effect of pH
  • The effect of pH on the sorption of Cs ions from
    aqueous chloride solutions using prepared zeolite
    NaA-X material was investigated over the pH
    range from 2.0 to 8.0.
  • It was observed that the acidic medium has an
    inhibitory effect on the sorption process. This
    may be due to the competition behavior between
    hydrogen ions and studied ions for sorption onto
    the synthesized powder.
  • The uptake was continuously increased from 18.6
    to 62.6 with the increase in pH value and the
    maximum uptake was found to be 64.1 and it was
    observed at pH range from 6.0 to 8.0.

25
Sorption kinetics
  • Effect of time

A higher initial removal rate within the first
30 minutes followed by slower rate till reaching
plateau. The amount sorbed for both ions was
increased with time and attained equilibrium
within 90-120min The amount sorbed of Sr2 gt
Cs
26
Kinetic models
  • Pseudo first order

(Lagergren)
  • Straight line obtained suggest the applicability
    of the pseudo first order model to fit the
    experimental data over the initial stage of the
    sorption process up to 40 min.

27
  • Pseudo second order

(Ho and Mckay )
It was shown that the sorption process of each
ion follows pseudo second order model
28
Pseudo first and second-order rate constants for
the sorption of cesium and strontium ions onto
synthetic A-X zeolite blend at 298 K and 50 mg/l
concentration.
29
Estimation of diffusion coefficient
(Boyed et al)
Diffusion effective diffusion coefficient Di coefficient De Metal ions
6.9910-12 4.19410-12 6.2610-12 3.72 10-12 Cs Sr2
30
Sorption thermodynamics
  • Sorption can be described using an empirical
    relationship that defines the distribution of
    radionuclides between solid and liquid
  • Many isotherm models can describe sorption
    process such as Langmuir , Freundlch, and D-R.
  • The parameters of the isotherm equations express
    the surface properties and affinity of the
    sorbent, at fixed temperature and pH.

31
Sorption of Cs and Sr2 ions on zeolite NaA-X
at different temperatures (Langmuir)
32
Sorption of Cs and Sr2 ions on zeolite NaA-X
at different temperatures (Freundlich)
The metal concentration retained in the solid
phase (mg/g) was calculated using the following
equation
33
Sorption of Cs and Sr2 ions on zeolite NaA-X
at different temperatures (D-R)
34
Isotherm models
  • Langmuir Isotherm model

35
Langmuir model parameters
The value of saturation capacity Q0 corresponds
to the monolayer capacity Q0 and b increased with
temperature showing that the sorption capacity
and intensity of sorption are enhanced at higher
temperatures.
36
Isotherm models
  • Freundlich isotherm model

37
Freundlich model parameters
1/n value is dependent on the nature and
strength of sorption process. Kf represent
sorption capacity of both ions on zeolite NaA-X.
38
Isotherm models
  • D-R isotherm model

39
D-R model parameters
qm The maximum sorption capacity , the values of
the mean free energy ,E, of sorption in all cases
is in the range of 8-16 k J/mol, which are within
the energy ranges of ion exchange reaction
40
Effect of Temperature
  • In order to gain insight into
  • the thermodynamic nature of
  • the sorption process, several thermodynamic
    parameters
  • for the present systems were calculated.

41
Thermodynamic Parameters
-The -ve values of ?Go confirm the spontaneous
nature of the sorption processes with preference
towards Sr2 than Cs ions. - The ve values of
?Ho for both studied ions confirms the
endothermic nature of the sorption processes. -
The entropy change was ve and was greater in
Sr2gtCs
42
Column investigations
  • Fixed bed column sorption experiments were
    carried out to study the sorption dynamics. The
    fixed bed column operation allows more efficient
    utilization of the sorptive capacity than batch
    process.
  • The breakthrough curves measured are useful to
    determine the main transport parameters under
    dynamic conditions.

43

Breakthrough curves for Cs and Sr2 ions sorbed
onto zeolite NaA-X
44
Fixed Bed Data
45
Estimation of dispersion coefficient
The dispersion coefficient may then be calculated
from the breakthrough curve using the following
equation
46
Long term behavior of the proposed backfill
material (Zeolite NaA-X) in disposal facility.
PART 3
  • Transport mechanisms and governing equations
  • Diffusion
    (Ficks law)
  • Advection-Dispersion
  • Radioactive decay
  • Sorption qe Kd
    Ce

47
Modeling migration of radionuclides in the waste
disposal facility
System description

Development of conceptual
model
Selection of mathematical
models
Selection of numerical
technique
Carry out simulation
Performance
assessment steps
48
Conceptual model
Simplified diagram
49
Modeling migration through waste form

  • Where
  • ? decay constant, s-1
  • x spatial coordinate in x direction
  • x spatial coordinate in y direction
  • t time, s
  • C contaminant concentration in the waste, Bq/ml
  • D diffusivity of contaminant in the waste.
  • Rd retardation coefficient in the waste
  • where A area of the interface

50
Numerical solution and computer simulation
C u
51
Alternating Direction Implicit method (ADI)
  • First step

Second step
52
Equations in Matrix form


53
Computer program flow chart for waste model
54
Modeling migration through backfill
55
Equations in Matrix form


56
Computer program flow chart for backfill model
57
Model validation
(Ogata, 1970)
58
Results of the long term studies
Concentration profile of Cs in zeolite backfill
after 300 y
C,Bq/m3
,m
,m
59
Concentration profile of Sr in zeolite backfill
after 300 y
C,Bq/m3
,m
,m
60
Release rate of Cs and Sr radionuclide from the
proposed zeolite backfill
61
Release rate for the Cs radionuclides from the
waste form ,the proposed and commonly applied
backfill
62
Conclusions
  • The results obtained in this work show the
    following
  • The synthetic zeolite NaA-X proposed as backfill
    material was successfully prepared and completely
    characterized using XRD, XRF, and SEM
    techniques.
  • The sorption studies indicated the feasibility of
    using the prepared zeolite NaA-X as backfill
    material compared to bentonite because of its
    high capacity and selectivity for the concerned
    radionuclides (Cs and Sr) these characteristics
    are fundamental to the performance of such
    zeolite in radioactive waste interactions.

63
conclusions
  • Column investigation yield a realistic picture
    of the sorptrion of Cs and Sr on zeolite NaA-X
    and lead to determination of dispersion
    coefficient which in turn used in migration
    modeling.
  • Transport properties of zeolite NaA-X packed
    column have been determined. The classical
    advection-dispersion model described successfully
    Cs and Sr breakthrough curves under saturated
    flow conditions. Based on this experimental data
    the dispersion coefficient needed for long-term
    migration study was determined.
  • The mathematical simulation performed in the
    long-term studies show the capability of the
    prepared zeolite NaA-X to prevent the migration
    of Cs and Sr from the repository to the
    environment.

64

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