Stabilization 1
Transcript of Stabilization 1
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L/O/G/O
253747 HAZARD WASTE MAN
STABILIZATION
AND SOLIDIFICATION
For Asso. Prof. Dr. Kajornsak Sopajaree
ByMiss Natthawadee Chantrawichaikun 550631031
Miss Ritthipond Laitun 550631042
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INTRODUCTION
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The technologiesare being
applied to
the remediation of hazardouswastes sites
the treatment of
contaminated land where
large quantities of soil
containing contaminants
are encountered
the treatment of residue
from other treatment
process
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Stabilization and solidification have been widely
applied in the management of hazardous wastes.
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In general terms, stabilization is a process
where additives are mixed with waste to
minimize the rate of contaminant migration
from the waste and to reduce the toxicity of the
waste
A process employing additives by which the
physical nature of the waste (as measured by
the engineering properties of strength,
compressibility, and/or permeability) is
altered during the process.
STABILIZATION
SOLIDIFICATION
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DEFINITIONS
STABILIZATION
To minimize the rate ofcontaminant migration intoenvironment
To reduce the level of toxicity
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DEFINITIONS
FIXATION
Improve the handling and physicalcharacteristics of the waste
Decrease the surface area across whichtransfer or loss of contaminants can occur
Limit the solubility of any pollutants containedin the waste
Reduce the toxicity of the contaminants
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DEFINITIONS
Text in here
Increase the strength Decrease the compressibility Decrease the permeability of thewaste
SOLIDIFICATION
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The potential for contaminant loss from a stabilized
mass is usually determined by leaching tests. Leaching is the
process by which contaminants are transferred from a
stabilized matrix to a liquid medium such as water.
During stabilization, certain contaminants may be
destroyed such as by the dechlorination of chlorinate
hydrocarbons. Other organics may disappear as a result ofvolatilization. However, the stabilization of inorganic
contaminants that are already in their atomic form such as
cadmium, lead, and other metals should mimic nature.
DEFINITIONS
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Stabilization must be considered as a waste treatment
process that reduces, to an acceptable or geologically slow
rate, the movement of contaminants into environment.
DEFINITIONS
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It has been recognized that the disposal of liquid wastesin landfills is an environmentally unsound practice. Liquids
migrate downward through the landfill, assist in the generation
of leachate, and potentially migrate through defects in the liner
system. As a consequence of the high mobility of liquid
hazardous wastes, their disposal in landfills had been
prohibited in the US. This ban has resulted in the increased use
of stabilization in order to preclude disposal of liquid wastes. In
this application, the stabilization agents must chemically bond
the hazardous chemical in liquid wastes. The agents cannot actsimply as absorbents (physically containing the liquids much the
same way in which a sponge holds water).
REGULATIONS
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APPLICATIONS
Siteremediation
Landdisposal
Solidification
of industrialwastes
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The land disposal of liquid waste increases thelikelihood of contaminant migration (and is currently banned
under U.S. regulations.). Liquid waste, along with wet sludges,
must be stabilized prior to landfilling. To effectively stabilizedliquids, the stabilization agents cannot be absorbents (such as
sawdust). The liquids absorbed by agents could be easily
released (desorbed) in the landfill when compressed under
additional loads. That is, as more material is landfilled, the
weight of the overlying material would squeeze the liquids out
of the underlying material. Therefore, the liquids must bechemically and physically bound by the stabilization reagents
so that they are not expelled by the consolidation stress or
leached out by the downward percolation of precipitation.
LAND DISPOSAL
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The remediation of contaminated sites having organicwastes, inorganic wastes, and/or contaminated soils may be
accomplished employing stabilization technology. For site
remediation, stabilization is used to 1. improve the handling
and physical characteristics of the wastes, 2. decrease the rate
of contaminant migration by decreasing the surface area across
which the transfer of pollutants can occur and by limiting the
solubility of pollutants, and 3. reduce the toxicity of certain
contaminants.
SITE REMEDIATION
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Stabilization is particularly well suited for sites wherethe hazard involves large quantities of soils contaminated at
low levels. In many instances it may not be environmentally
sound nor cost-effective to excavate, transport, and landfill or
incinerate soils contaminated with low levels of pollutants
because of 1. the additional air pollution caused by excavation
equipment, trucks, and the exposure of buried contaminated
soils to the air, which enhances the volatilization of organics;
and 2. the increased risks as a result of traffic accidents.
SITE REMEDIATION
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Solidification (affecting of physical properties such as
strength and compressibility) improves the engineering
properties and may reduce the rate at which contaminants
migrate into the environment. Although many of the hazardous
waste materials may not endanger the public health or the
environment, the materials are frequently structurally unstable,
aesthetically unsuitable, and their condition precludes other
uses of the sites area. Thus, the primary goal of solidification is
the improvement of the structural integrity of the material.
SOLIDIFICATION OF INDUSTRIAL
WASTE
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PRECIPITATIONDETOXIFICATION
MACROENCAPSULATION
MICROENCAPSULATION
ABSORPTIONADSORPTION
MECHANISMS
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MECHANISMS
MACROENCAPSULATION MICROENCAPSULATION
Macroencapsulation is themechanism by which hazardouswaste constituents are physicallyentrapped in a larger structural
matrix, that is, the hazardous waste
constituents are held indiscontinuous pores within the
stabilizing materials. Upon physicaldegradation (breakdown) of the
stabilized material, even to relativelylarge particle sizes, the entrappedmaterials are free to migrate. Thestabilized mass may breakdown
over time (as measured on ageologic time scale) due to imposed
environmental stress. Thesestresses include such thing asrepeated cycles of wetting anddrying or freezing or thawing,
introduction of percolating fluids,and physical loading stresses.
In microencapsulation, hazardous
waste constituents are entrapped
within the crystalline structure of the
solidified matrix at a microscopic
level. As a result, even if the
stabilized materials degrade into
relatively small particle sizes, most
of the stabilized hazardous wastes
remains entrapped. However, as
with macroencapsulation, because
the waste is not chemically alteredor bound, the rates of contaminant
release from the stabilized mass
may increase as the particle size
decreases and more surface area is
exposed.
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MACROENCAP
SULATION
MICROENCAP
SULATION
This gives rise to agreater degree of
macroencapsulation inthe laboratory (a
greater number ofparticles to be
encapsulated) than inthe field (fewer, but
larger, particles to beencapsulated)
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Absorption is the process by which contaminants are taken into the
sorbent in very much the same way a sponge takes on water. As
applied in stabilization, absorption requires the addition of solid
material (sorbent) to soak up orabsorb the free liquids in the waste.The process is primarily employed to remove free liquid to improve
the waste-handling characteristics, that is, to solidify the waste. The
liquids are free to squeeze out of the material should the mass be
subjected to consolidating stresses.
ABSORPTION
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THE MOST COMMON ABSORBENT
Soil
Fly ash
Cement Kiln dust
Lime Kiln dust
Clay minerals including bentonite,
kaolinite, vermiculite, and zeolite Sawdust
Hay and straw
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In addition to the physical entrapment within the stabilized and
solidified mass described above, electrochemical interactions may
occur. Adsorption is the phenomena by which contaminants are
electrochemically boned to stabilizing agents within the matrix.
These are typically considered surface phenomena and the nature
of the bonding may be through van derWaals or hydrogen bonding.
Contaminants that are chemically adsorbed (fixed) within the
stabilized matrix are less likely to be release into the environment
than those that are not fixed. Unlike microencapsulation and
macroencapsulation, where simple particle breakdown mayenhance the rate of contaminant migration, additional
physicochemical stress is necessary to desorb the material from
their adsorbing surfaces.
ADSORPTION
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The stabilization of organic wastes using organically modified clays
illustrates how adsorption can be used in waste stabilization. Organically
modified clays are clays which have been altered by replacing exchangeable
inorganic cations adsorbed on the clay surfaces with long- chain organic cations,
rendering the clays organophilic. Organophilic clays have an affinity for organic
molecules. Without modification, naturally occurring clays are generally
organophobic.
ADSORPTION
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ADSORPTIONOrganic waste molecules are than adsorbed to the clay as
show in Fig. 1. The adsorption bond strength must then beovercome if the organic waste molecules were to be released to
migrate into the environment.
FIGURE 1 Organic waste adsorbed toan organophilic clay
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Certain stabilization processes will precipitate contaminants from the
waste resulting in a more stable form of the constituents within the
waste. Precipitates such as hydroxides, sulfides, silicates,
carbonates, and phosphates are than contained within the stabilized
mass as part of the material structure. This phenomenon isapplicable to the stabilization of inorganic wastes such as metal
hydroxide sludges.
For example, metal carbonates are typically less soluble than
metal hydroxides. At high pH, the reaction to form a metal carbonate from
a metal hydroxides sludge, is as follow:
Me(OH)2 + H2CO3 MeCO3(s) + 2H2O
Where Me represents a metallic cation
PRECIPITATION
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Certain chemical reactions taking place during the stabilization
process may result in a waste with reduced toxicity. Detoxification is
any mechanism that changes a chemical constituent into another
constituent (or form of the same constituent) that is either less ornon-toxic.
DETOXIFICATION
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TECHNOLOGY
Compartmentalized by types of additive Binder>> to strength gain with stabilization
Sorbent >> to retaining contaminants in the
stabilized matrix
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TECHNOLOGY
Application of Table 11-2 depends on Concentration of contaminant
Quantity of reagent
Synergistic effects of multiplecontaminants and reagents
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CEMENT
Principal reagent portland cement
Portland cement made by Firing a mixture of limestone and clay (or
other silicate) in kiln at high Temp.
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Cement-based stabilization
Mixed
Hydration
Wastes materials + cement
crystalline structure
consist of calcium alumino silicate
Adding water
CEMENT
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Cement-based stabilization is best suited forinorganic waste especially for heavy metals
High pH of cement, metals are retained in
insolubility hydroxide / carbonate salt Hg is predominantly held by Physical
Microencapsulation
CEMENT
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Organic contaminants interfere with thehydration process >> reduce strength,not easily
to stabilized
To reduce organic contaminants interfere with
the hydration and enhance stabilization
Natural clays
Vermiculite
Soluble sodium silicate Stabilization with cement utilization for fixing
inorganic waste
CEMENT
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Technology of cement is well known
Materials costs are relatively low
Equipment and personnel readily available
Extensive dewatering of wet sludge4
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Advantages
CEMENT
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Advantages
Process with sufficient water
Alkalinity of cement can neutralize acid waste
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CEMENT
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Sensitive of cement to the presence of
certain contaminants that could retard or
prohibit proper hydration and the resulting
setting and hardening of the material
Disadvantages
CEMENT
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POZZOLAND
Pozzoland can be react with lime andwater to produce a cementitious material
Pozzolanicconcrete
Fly ash
ground
Furnance
slag
Cement kilndust
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POZZOLAND
Stabilized materials Soil like consistency
Slow leaching
Unburned carbon in fly ash may adsorborganic from waste
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POZZOLAND
Application For organic and inorganic materials
Heavy metals
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LIME
Calcium hydroxide Ca(OH)2
Added to raise the pH of acidity sludges
with other reagents to provide the main
stabilization reaction Fly ash stabilization
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SOLUBLE SILICATE
Metals stabilization Silica reagents are acidified to form a
Monosilic Acid solution to which metal-bearing
wastes are added Combination of liquid soluble silicate and
cement
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ORGANICALLY MODIFIED CLAYS
Accomplished through the replacement ofinorganic cation within clay crystalline
mineralogical structure with organic cation
(Quaternary Ammonium ions) Additional agents are added to provide
shear strength and solidify
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MODIFIED LIME
For stabilization of organic waste Convert toxic organic wastes to an inert mass
The process employs a calcium oxide-based
reagent modified with stearic acid Heat and water-as-steam are giving off
during reaction
Wastes is converted to a dry water repellentquite strong, relatively impermeable to water
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Thermosetting Organic Polymer
Stabilized through an organic polymerprocess that involves mixing of a monomer
such as UF acts as a catalyst to form
polymer materials a sponge-like trappingsolid particles of HZW within the matrix
Final waste product often dried and
container prior to ultimate disposal
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Thermosetting Organic Polymer
Advantages General result are low density
Small quantities of additives are required to
solidify waste Most application in
solidification of liquid
Non-volatile Organic HZW
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Thermoplastic materials
Blending molten thermoplastic materialswith waste at high Temp.
When cooled typically containerized for
ultimate disposal Attention for mixed waste
Waste that is both hazardous and radioactive
The waste stabilized is no longerconsidered hazardous
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Limitation The presence of organic chemicals that act as
solvent to the stabilizing thermoplastic
materials
Thermoplastic materials
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VITRIFICATION
Melting and fusion of materials at 1600C Rapid cooling >>> non- crystalline, amorphous form
Both an in situ technique and an in plant technique
Waste more structurally stable with a reduced
potential for contaminant migration into
environmental
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In Situ Vitrification