solid & Hazardous waste 1
Solid Waste & Hazardous Waste
Hikmat Al Salim
March 20123/9/2012
Waste Classification
• Municipal waste• Construction demolition
debris • Nonhazardous industrial
waste• Incineration ash• Hazardous waste
Regulations
Solid waste is regulated under the Resource Conservation and Recovery Act (RCRA).
Classification of non-hazardous and hazardous waste depends on the chemical constituents of the leachate.
solid & Hazardous waste 4
A waste is classified as a hazardous if it has a hazardous characteristic listed below.
1. Hazardous Characteristics:
• Ignitable Hazardous Waste (TRIC)– A liquid waste which has a flash point of less
than or equal to 140 degrees F (60 degrees C) as determined by an approved test method.
– A non-liquid waste which, under standard conditions, is capable of causing a fire through friction, absorption of moisture or a spontaneous chemical change and when ignited, the waste burns so vigorously and persistently that it creates a hazard.
– An ignitable compressed gas or oxidizer.March 20123/9/2012
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2. Corrosive Hazardous Waste (TRIC)
– An aqueous waste with a pH of less than or equal to 2 or greater than or equal to 12.5 is considered to be a corrosive hazardous waste.
– A liquid waste that corrodes steel at a minimum rate of .25 inch per year as determined by an approved test method.
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(TRIC)
3. Reactive Hazardous Waste– A solid waste that is normally unstable,
reacts violently with water, or generates toxic gases when exposed to water or other materials.
4. Toxic Hazardous Waste– A waste that contains certain
substances determined to be harmful at or in excess of the maximum concentration. Some of those substances include lead, arsenic, and mercury.
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Nature of Waste Problem
March 20123/9/2012
· Moisture within and flowing on the waste generates leachate
· Leachate takes the characteristics of the waste
· Thus leachate is very variable and is site-specific - there is no "typical" leachate
· Flows gravitationally downward into the leachate collection system
· Enters groundwater unless a suitable barrier layer or system is provided
Outlines
• Waste management methods• Landfill design and regulations• Function and usage of
geosynthetics in landfill systems• Durability of geosynthetics• Future trend of landfill
management
Source Reduction
Source reduction involves reduction in the
quantity or toxicity of materials during the
manufacturing process via:• Decrease the amount of
unqualified products by improving quality control
• Decrease the unit weight of the product by using high quality material.
Combustion
• Combustion can reduce the volume of the solid waste up to 90% at the same generate power.
• There are 140 combustion plants the US.
• Emission must meet the EPA Clean Air Act.
• Residual ash is hazardous material and should be disposed accordingly.
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• Destruction of wastes by Combustion• The method is suitable for:
–– Gases–– Liquids–– Slurries–– Sludge wastes–– Solids–– Containerized
• Incineration destroys molecular structure, thus molecules with more stable structures and stronger chemical bonds require longer residence times and/or higher temperatures.
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• Incinerator operating conditions must be monitored continuously. The following are some parameters affecting the efficiency of burning:
Combustion temperatureResidence timeDegree of mixingPresence of excess air
• The type of incinerator required depends on the chemic and physical state of "waste" :
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• Liquid injection– Any pumpable waste– Converts liquid waste to gas prior to combustion
Kilns– Used on solids, liquids, and gases– Many different types (e.g., rotary kilns, cement kilns, lime kilns,aggregate kilns).
Calcination or sintering• – 1800oC and atmospheric pressure.• – Destroys organics; reduces the volume of
inorganics• Incinerator Performance must be monitored,
thus:March 20123/9/2012
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• Destruction and Removal Efficiency (DRE) must be determined. This done by "monitoring" organization. The higher the figure of DRE , the more efficient is the incinerator. DRE of 99.99% for all “principal organic hazardous constituents” (POHCs) is required.
• – Example: Wastes containing dioxins and furans
requires 99.9999% DRE
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• Incomplete combustion – afterburners must be installed for exhaust
• – Combust the exhaust at higher temperature than the combustion of primary waste stream. Example: dioxin and furan creation, more toxic than precursors
• 75 dioxin congeners; 135 furan congeners• Incinerators usually produce particulates; thus
particulate controls are important. Particulates can be removed by using bag-houses, and water scrubbers
• Control of acid formation is also important e.g. HCl from combustion of chlorinated organics. Acids corrode metals and form "acid precipitates", and acid rain.
• .
March 20123/9/2012
Congeners are toxic chemicals that are formed during incineration. A member of the same kind, class, or group
solid & Hazardous waste 16
Municipal Solid Waste DisposalINCINIRATION
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Landfill
– Landfill implies disposal of waste in the ground.
– 70% of the waste is disposed in landfill and the percentage has been gradually decreasing.
– The amount of waste actually increased due to population growth.
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The Largest Landfill
• Staten Island, NY
• 3,000 acres• 2.4 billion
cubic feet of waste
• 25 times of the great pyramid
Nature of Waste Problem· Moisture within and flowing on the
waste generates leachate· Leachate takes the characteristics of the
waste· Thus leachate is very variable and is
site-specific - there is no "typical" leachate
· Flows gravitationally downward into the leachate collection system
· Enters groundwater unless a suitable barrier layer or system is provided
Hazardous Waste Definition
• Waste is listed in Appendix VIII of Title 40, Code of Federal Regulations, Part 251.
• Waste is mixed with or derived from hazardous waste.
• Waste is not identified as municipal waste.
• Waste possesses one of the following characteristics: – ignitable; corrosive; reactive and
toxic.
Minimum Technology Guidance (MTG) for a Subtitle D Landfill
“Solid Waste”
150 mm
300 mm
600 mm
Filter (or GT)
Drain (or GN/GC)
Clay @ 1x10-7 cm/sec
Soil Subgrade
GM*
GT (opt.)
Compositeliner
MTG for a Subtitle C Landfill
300 mm Drain (or GN)S-GM*
“Solid Waste”
150 mm
300 mm
900 mm
Filter (or GT)
Drain (or GN/GC)
Clay @ 1x10-7 cm/sec
(to highest groundwater level)
P-GM*
3.0 m
Compositeliner
Landfill Covers(Non-hazardous landfill without
Geosynthetic on the bottom liner system)
Erosion Layer
Infiltration Layer
150 mm
450 mm
Cover Layers
• Erosion Layer– Earthen material is capable of
sustaining native plant growth• Infiltration Layer– Permeability of this layer of soil
should be less than or equal to the permeability of any bottom liner system or natural subsoils present, or permeability less than 1x10-5 cm/sec whichever is less
Landfill Cover System(Subtitle C & D, and Corp of Eng.)
300 mm Drain (or GN)
150 mm
150 mm
600 to900 mm
Topsoil
Filter (or GT)
Clay @ 1x10-7 cm/sec
”Solid Waste”
Varies(frost depth) Cover Soil
300 mm Gas Vent (or GT)
GM
Landfill Site
• Conforms with land use planning of the area
• Easy access to vehicles during the operation of the landfill
• Adequate quantity of earth cover material that is easily handled and compacted
• Landfill operation will not detrimentally impact surrounding environment
• Large enough to hold community waste for some time
Geosynthetics
· geomembranes (GM)· geosynthetic clay liners (GCL)· geonets (GN)· geotextiles (GT)· geogrids (GG)· geopipe (GP)· geocomposites (GC)
Primary Functions
Type S R F D B
GM - - - - Y
GCL - - - - Y
GN - - - Y -
GT Y Y Y Y -
GG - Y - - -
GP - - - Y -
GC Y Y Y Y Y
S = separation, R = reinforcement, F = filtrationD = drainage, B = barrier
Liner System
GT
GG
GN
GCL
GM
CCL
Gravel w/ perforated pipe
Final Cover System
Geosynthetic ECM
GP or GC
GT
GG
Cover Soil
GCL
GM
GC or GN
Solid Waste
Composite Barriers(Intimate Contact Issue)
Leachate
CCL
Clay Liner(by itself)
Leachate
CCL
Composite Liner(with intimate contact)
Does the GT compromise the composite liner concept?Ans: Generally no...
Leachate
Composite Liner(GM + GCL)
GCL
Composite Barriers(Theoretical Leakage)
GM alone (hole area “a”)
Leachate
ks
Composite liner (GM/CCL)
Q C a ghB= 2 Q = 0.21 a0.1 h0.9
ks0.74
(for good contact)Q = 1.15 a0.1 h0.9
ks0.74
(for poor contact)Ref. Bonaparte, Giroud & Gross, GS ‘89)
Average Values of Leakage Quantities
Life Cycle Stage
Leakag
e R
ate
(lp
hd
)
3210
10
20
30
40
GM
GM/CCL
GM/GCL
SandLeak Detection
Average Values of Leakage Quantities (cont’d)
Life Cycle Stage
Leakag
e R
ate
(lp
had
)
3210
5
10
15
20
GM
GM/CCL
GM/GCL
GeonetLeak Detection
Geomembranes
Widely Used Geomembranes Limited Used Geomembranes
High density polyethylene (HDPE)
Chlorosulfonated polyethylene (CSPE)
Linear low density polyethylene (LLDPE)
Ethylene interpolymer alloy (EIA)
Flexible polypropylene(f-PP)
Ethylene propylene trimonomer (EPDM)
Polyvinyl chloride-plasticized (PVC-p)
Compositions(approximate percentage)
Type Resin CarbonBlack
Plasticizer Anti-oxidant
Filler
HDPE 95-97 2-3 0 1-0.5 0
LLDPE 95-97 2-3 0 1-0.5 0
PVC-p 50-70 1-2 25-35 1-0.5 5-10
fPP 95-97 2-3 0 1-0.5 0
CSPE 40-60 5-40 0 1-0.5 5-15
EPDM 25-30 20-40 0 1-0.5 20-40
Material Properties
• Mechanical property• Density• Melt flow• Carbon black • Plasticizers• Antioxidant
Tensile Behavior
• Test method varies according to the resin type and style of the geomembrane.
• Each test method consists of unique shape of specimen and strain rate.
• Methods:– HDPE, LLDPE and fPP – ASTM D 638 Type
IV– PVC-p – ASTM D 882– All reinforced geomembranes – ASTM D
751
Design Concept
FSAllowable (Test) PropertyRequired (Design) Property
=FSAllowable (Test) PropertyRequired (Design) Property
=
Where:
• Test methods are from ASTM, ISO, or others• Design models from the literatures• Factor-of-Safety is site specific
Function of Carbon Black
• The primary function is as an ultraviolet light stabilizer to protect polymer being degraded.
• Carbon black absorption coefficient increases with loading up to ~ 3%.
• In elastomeric materials, carbon black also functions as an reinforcement, and loading can be as high as 30-40%.
Addition of Carbon Black
• The masterbatch technique is utilize to dispersing carbon black in plastic.
• A masterbatch is a resin containing a high concentration of carbon black.
• The masterbatch is blended with polymer resin to achieve the desire percentage.
Carbon Black
• Carbon black content is measured according to ASTM D1603.
• Carbon black dispersion is evaluated according to ASTM D 5596.
Plasticizers
• Plasticizers is used in PVC to lower the glass transition temperature (Tg).
• An addition of 30% plasticizer in PVC can lower the Tg from 80oC to –20oC.
• The plasticized PVC behaves rubbery at normal ambient temperature.
• However, plasticizer can slowly leach out with time.
Antioxidants
• The function of antioxidants is to protect polymers from being oxidized during the extrusion process and service lifetime.
• For polyolefines, antioxidants is vital to the longevity of the product.
• Antioxidant will be the focus of the second part of this class.
Degradation of HDPE Geomembranes
Chemical Related:–Thermal-oxidation–Photo-oxidation
Linear PE Structure
• Linear PE is a graft copolymer• Each co-monomer creates one
branch• Co-monomer can be butene,
hexene, or octene
C C C C
H
H
H H
H H H
CC
CC
Density of Geomembranes
• Density decreases as the amount of co-monomer increases
• Density range of PE (ASTM D883)
–> 0.940 g/ml for HDPE –0.926 - 0.940 g/ml for MDPE–0.910 - 0.925 g/ml for LLDPE–<0.909 g/ml for VLDPE or
ULDPE
II. Oxidation Degradation
• Polyolefins, such as HDPE, PP and PB are susceptible to oxidation.
• Oxidation takes place via free radical reactions.
• Free radicals form at the tertiary carbon atoms (i.e., at branches).
• Oxidation leads to chain scission that results in decrease of Mw and subsequently on mechanical properties.
Forming Free Radicals
C C C C
H
H
H H
H H H
CC
C
C
Different Degradation Stages
InductionPeriod
DegradationPeriod
Aging Time (log)
Prop
erty
Ret
aine
d (%
)
Unstabi l ized Polyethylene
I nduct i onPeri od
DegradationPeriod
Aging Time (log)
Prop
erty
Ret
aine
d (%
)
stabi l ized Polyethylene
AntioxidantDepletion Period
Various Stages of Oxidation
Aging Time
Antioxidantdepletion time
Acceleration period
Deceleration period
(b)
Oxy
gen
Abs
orpt
ion
Induction period
Induction period
Acceleration period
Deceleration period
Oxy
gen
Abs
orpt
ion
(a)
Reactions during Induction Period
RH R H R O ROO 2
ROO RH ROOH R
Reactions during Acceleration Period
ROOH RO OH
RO RH ROH R
OH RH H O R 2
Functions of Antioxidants
• Primary antioxidants react with free radical species
• Secondary antioxidants decompose ROOH to prevent formation of free radicals
R• ROO•
ROOH RH
RO• + •OH
O2
(2)
(3)
(4)
RH
(1)
(5) & (6)
ROH & H O2
(a)
(b)
A
B
(c)
(d)
RH
Types of Antioxidants
Category Chemical Type Example
Primary Hindered phenol Irganox 1076 or 1010Santowhite crystals
Hindered amines Various of Tinuvin, Chemassorb 944
Secondary Phosphites Irgafos 168
Sulfur compound Dilauryl thiodipropionateDistearyl thiodipropionate
Hindered amines Various of Tinuvin, Chemassorb 944
Effective Temperature Range
0 50 100 150 200 250 300
Phosphites
Hindered Phenols
Thiosynergists
Hindered Amines
Temperature (oC)
Depletion of Antioxidants
Two mechanisms:
a. Chemical reactions – by reacting with free radicals and peroxides
b. Physical loss – by extraction or volatilization
Arrhenius Model
Rate of reaction = X * Y * Z
Where:X = collision frequency (concentration
or pressure)Y = energy factorZ = probability factor of colliding
particles (temperature dependent)
Potential Energy
DH
Eact
transition state
products ofreaction
SeparateReactantsPo
tenti
al E
nerg
y
Progress of Reaction
Distribution of Energy
dNdE
Energy
Fraction is-EactRT
exp( )
Arrhenius Equation
R X e Zr
E
RTact
( )( )( )
R A er
E
RTact
( )( )
(9)
(10)
ln lnR AE
RTract (11)
Arrhenius Plot
A
ln Rr 1
E act
R
high temperature(lab tests)
low temperature(site temperature)
Inverse Temperature (1/T)
Experimental Design
• Incubation environment should simulate the field (i.e., landfill environment)– Limited Oxygen– Some degree of liquid extraction
• Utilize elevated temperatures to accelerate the reactions.– 55, 65, 75, and 85oC
Piezometer
Insulation
Perforated steel loading plate
Sand
Sand
Heat tape
Geomembrane
Load
1 10
Incubation Device
Tests Performed
• Oxidative inductive time (OIT) for antioxidant content.
• Melt index for qualitative molecular weight measurement.
• Tensile test for mechanical property
OIT Tests
• OIT is the time required for the polymer to be oxidized under a specific test condition.
• OIT value indicates the total amount (not the type) of the antioxidant remaining in the polymer.
OIT Test for Evaluation of Antioxidant (AO)
• OIT Tests:– ASTM D3895-Standard OIT (Std-OIT), or– ASTM D 5885-High Pressure OIT (HP-OIT)
• HP-OIT test is used for AOs which are sensitive to high temperature testing
Thermal Curve of OIT Test
T im e (m in )
Ex
oth
erm
En
do
the
rm
N23 5 k Pa
O2
In te rc e p t
Ox id a tiv eRe a c tio n
2 0 0 °C
Is o th e rm a l
OIT
a t 3 5 k Pa
Test Results
3025201510500
50
100
150
Std-OITHP-OITDensityMelt IndexYield StressYield StrainBreak StressBreak Strain
Incubation Time (month)
Pe
rce
nt
Re
tain
ed
Changes in Eight Properties with Incubation Time at 85°C
Analysis of OIT Data
a. Determine OIT depletion rate at each temperature.
b. Utilize Arrhenius Equation to extrapolate the depletion rate to a lower temperature.
c. Predict the time to consume all antioxidant in the polymer.
a) - OIT Depletion Rate
1
1.5
2
2.5
3
3.5
4
4.5
0 5 10 15 20 25
55°C65°C75°C85°C
ln O
IT (
min
.)
Incubation Time (month)
b) –Arrhenius Plot
0.00310.00300.00290.00280.0027-5
-4
-3
-2
-1Standard OIT
HP-OIT
1/T (°K)
ln (O
IT Dep
letio
n Ra
te)
y = 17.045 - 6798.2x R^2 = 0.953
y = 16.856 - 6991.3x R^2 = 0.943
c) Lifetime of Antioxidant
• Use the OIT depletion equation to find “t”
ln(OIT) = ln(P) – (S) * (t)
• The OIT value for unstabilized PE is 0.5 min.
• For this particular stabilization package
t = 200 years
Lifetime of Geomembrane
• Induction time and degradation period (Stages B & C) can be established by using unstabilized polymer in the experiment.
• It was found by Gedde et al. (1994) that the duration of Stages B and C is significant shorter than that of Stage A.
• Antioxidants are critical to the long-term performance of polyethylene and other polyolefines.
Future of Waste Containment
• Current waste containment technique is defined as “dry dome” method by eliminating leachate from being generated after closure.
• Waste will not degrade since moisture is a critical component of the biodegradation process.
Bioreactor Landfill
“……a sanitary landfill operated for the purpose of transforming and stabilizing the readily and moderately decomposable organic waste constituents within five to ten years following closure by purposeful control to enhance microbiological processes. The bioreactor landfill significantly increases the extent of waste decomposition, conversion rates and process effectiveness over what would otherwise occur within the landfill.”
Why Operate a Landfill as a Bioreactor?
• to increase potential for waste to energy conversion,
• to store and/or treat leachate, • to recover air space, and • to ensure sustainability
Status
• 1993 - less than 20 landfills recirculating leachate
• 1997 - ~ 130 landfills recirculating leachate
• My estimate - ~ 5% of landfills
Aerobic Bioreactor
• Rapid stabilization of waste• Enhanced settlement• Evaporation of moisture• Degradation of organics which are
recalcitrant under anaerobic conditions
• Reduction of methane emissions
Research Issues - Aerobic Bioreactor
• How much air is needed?• How can air be delivered?• What is the impact on the water
balance?• How are landfill fires prevented?• What are the economic
implications?