class lecture ce433 p 1
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CE 433 :CE 433 :CE 433 : CE 433 : SOLID & HAZARDOUS WASTE SOLID & HAZARDOUS WASTE
MANAGEMENT MANAGEMENT
Professor Dr A B M BadruzzamanProfessor Dr. A. B. M. Badruzzaman
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Properties of Solid WasteProperties of Solid Wastepp
Phy i al o o itio of olid a te i ludePhy i al o o itio of olid a te i lude Physical composition of solid wastes includesPhysical composition of solid wastes includes::i.i. Identification of individual components that make up Identification of individual components that make up municipal solid wastesmunicipal solid wastesmunicipal solid wastesmunicipal solid wastes
ii.ii. Analysis of particle sizeAnalysis of particle sizeiii.iii.Moisture contentMoisture contentiv.iv.Specific weight of solidsSpecific weight of solidsv.v. Permeability of compacted wastePermeability of compacted waste
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Solid Waste as collected excluding waste components now recycled and
Solid Waste as collected plus food
waste that is ground
Solid Waste as collected plus waste
components now recycled but
Solid Waste as collected plus waste
components now
Component
now recycled and excluding food
waste that is ground up.
excluding Recycle;
waste that is ground up, but excluding
waste components now recycled
excluding Recycle;
recycled, but excluding food
waste that is ground up
including Recycle;
components now recycled and plus food waste that is
ground upincluding Recycle;Component excluding Recycle;
excluding Foodexcluding Recycle;
including Foodincluding Recycle;
excluding Foodincluding Recycle;
including FoodFood wastes 9.0 9.4 8.0 8.4Paper 34.0 33.8 35.8 35.6Cardboard 6 0 6 0 6 4 6 4Cardboard 6.0 6.0 6.4 6.4Plastics 7.0 7.0 6.9 6.9Textiles 2.0 2.0 1.8 1.8Rubber 0.5 0.5 0.4 0.4L th 0 5 0 5 0 4 0 4Leather 0.5 0.5 0.4 0.4Yard Wastes 18.5 18.4 17.3 17.2Wood 2.0 2.0 1.8 1.8Misc. OrganicsInorganicGlass 8.0 7.9 9.1 9.0Tin cans 6.0 6.0 5.8 5.8Aluminum 0.5 0.5 0.6 0.6
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Other metal 3.0 3.0 3.0 3.0Dirt, ash, etc. 3.0 3.0 2.7 2.7Total 100.0 100.0 100.0 100.0
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Food wastes
35 0
40.0
Typical Physical Composition of MSWPaper
Cardboard
Plastics
Textiles
Rubber
25 0
30.0
35.0
ht
Leather
Yard Wastes
Wood
Glass
Tin cans
Al i
15 0
20.0
25.0
cent
by
Wei
gh Aluminum
Other metal
Dirt, ash, etc.
5 0
10.0
15.0
Perc
0.0
5.0
excluding Recycle; excluding Food excluding Recycle; including Food including Recycle; excluding Food including Recycle; including Food
Solid Waste As Collected
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Solid Waste As Collected
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Moisture Content:
M =Moisture Content (%)M = Moisture Content (%)w = initial weight of sample as delivered, (kg)d = weight of sample after drying at 150 °C
Particle Size:
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Specific Weight:S W M / V lSp. Wt. = Mass / Volume
Permeability of Compacted Wastes:y p
K = coefficient of permeabilityC = dimensionless constant or shape factord = average pore size = specific weight of water = dynamic viscosity of water = intrinsic permeability
Typical value for the intrinsic permeability of compacted solid waste is 10-11 to 10-12 m2 in the vertical direction and 10-10 m2 in horizontal Direction.
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Properties of Solid WasteProperties of Solid Waste
Chemical composition of solid wastes includesChemical composition of solid wastes includes::i.i. Proximate analysisProximate analysis ––i.i. Proximate analysis Proximate analysis
a.a. Moisture (loss at 105Moisture (loss at 105°°C for 1 hr.)C for 1 hr.)b.b. Volatile materials (additional loss on ignition at 950Volatile materials (additional loss on ignition at 950°°C)C)c.c. Ash ( residue after burning)Ash ( residue after burning)d.d. Fixed carbon (remainder)Fixed carbon (remainder)
ii.ii. Fusing point of ashFusing point of ashiii.iii.Ultimate analysis Ultimate analysis ‐‐ percent percent Carbon Hydrogen Oxygen Nitrogen and ashCarbon Hydrogen Oxygen Nitrogen and ashCarbon, Hydrogen, Oxygen, Nitrogen, and ashCarbon, Hydrogen, Oxygen, Nitrogen, and ash
iv.iv.Heating value (energy value)Heating value (energy value)
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Ultimate AnalysisUltimate Analysis
Chemical Composition of MSW
Component WetMoisture Dry Dry
C, % by
weighC,
Comp
H, % by
weighH,
Comp
O, % by
weighO,
Comp
N, % by
weighN,
Comp
S, % by
weighS,
Comp
Ash, % by weigh
Ash, CompComponent,
Basis 100 lbs total weight
Wet weight, lbs
ureContent, %,
Dry weight, %
Dry weight, lbs
weight, dry basis
Composition, lbs
weight, dry basis
Composition, lbs
weight, dry basis
Composition, lbs
weight, dry basis
Composition, lbs
weight, dry basis
Composition, lbs
weight, dry basis
Composition, lbs
[1] [2] [3] [4] [5] [6] [7] [8[ [9] [10] [11] [12] [13] [14] [15] [16] [17]
100‐[3][2]x[5]/100
[5]x[6]/100
[5]x[8]/100 [5]x[10]/100 [5]x[12]/100 [5]x[14]/100
[5]x[16]/100100 [3] /100 /100 /100 [5]x[10]/100 [5]x[12]/100 [5]x[14]/100 ]/100
Organic
Food wastes 9.0 70.0 30.0 2.7 48.0 1.30 6.4 0.17 37.60 1.02 2.6 0.07 0.4 0.01 5.0 0.14Paper 34.0 6.0 94.0 32.0 43.5 13.90 6.0 1.92 44.00 14.06 0.3 0.10 0.2 0.06 6.0 1.92
Cardboard 6 0 5 0 95 0 5 7 44 0 2 51 5 9 0 34 44 60 2 54 0 3 0 02 0 2 0 01 5 0 0 29Cardboard 6.0 5.0 95.0 5.7 44.0 2.51 5.9 0.34 44.60 2.54 0.3 0.02 0.2 0.01 5.0 0.29
Plastics 7.0 2.0 98.0 6.9 60.0 4.12 7.2 0.49 22.80 1.56 0.0 0.00 0 0.00 10.0 0.69Textiles 2.0 10.0 90.0 1.8 55.0 0.99 6.6 0.12 31.20 0.56 4.6 0.08 0.15 0.00 2.5 0.05
Rubber 0.5 2.0 98.0 0.5 78.0 0.38 10.0 0.05 0.00 0.00 2.0 0.01 0 0.00 10.0 0.05
Leather 0.5 10.0 90.0 0.5 60.0 0.27 8.0 0.04 11.60 0.05 10.0 0.05 0.4 0.00 10.0 0.05
Yard Wastes 18.5 60.0 40.0 7.4 47.8 3.54 6.0 0.44 38.00 2.81 3.4 0.25 0.3 0.02 4.5 0.33Wood 2.0 20.0 80.0 1.6 49.5 0.79 6.0 0.10 42.70 0.68 0.2 0.00 0.1 0.00 1.5 0.02
T t l 79 5 59 0 27 79 3 66 23 29 0 58 0 11 3 52
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Total 79.5 59.0 27.79 3.66 23.29 0.58 0.11 3.52
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With H2O, includes moisture as
Component, weight (lbs) Without H2Omoisture as
indicated belowCarbon 27.79 27.79Hydrogen 3.66 5.95Oxygen 23 29 41 55Oxygen 23.29 41.55Nitrogen 0.58 0.58Sulfur 0.11 0.11Ash 3.52 3.52Total 59 0 79 5Total 59.0 79.5
Molar Composition With H2O and Without H2O, Neglecting the Ash
Component, weight (lbs)
Atomic Weight, lbs/mole
Without H2O, moles
With H2O, moles
Carbon 12.01 2.314 2.314H d 1 01 3 628 5 888Hydrogen 1.01 3.628 5.888Oxygen 16 1.456 2.597Nitrogen 14.01 0.041 0.041Sulfur 32.07 0.004 0.004
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Approximate Chemical Formula
Component, mole ratiosNitrogen=1,Without H2O
Nitrogen=1, With H2O
Sulfur=1,Without H2O
Sulfur=1, With H2O
Carbon 56 3 56 3 648 6 648 6Carbon 56.3 56.3 648.6 648.6Hydrogen 88.3 143.3 1016.9 1650.2Oxygen 35.4 63.2 408.0 727.9Nitrogen 1.0 1.0 11.5 11.5S lf 0 1 0 1 1 0 1 0Sulfur 0.1 0.1 1.0 1.0
Chemical formula without sulfur Chemical formula with sulfur
Without H O C H O N C H O N SWithout H2O C56.3H88.3O35.4N C648.6H1016.9O408N11.5S
With H2O C56.3H143.3O63.2N C648.6H1650.2O727.9N11.5S
Note: Formulae must be manually adjusted based on table
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Biological Properties of MSWBiological Properties of MSW
Excluding plastic, rubber, and leather components, the organic Excluding plastic, rubber, and leather components, the organic fraction of most MSW can be classified as follows:fraction of most MSW can be classified as follows:1.1. WaterWater--soluble constituents, such as sugars, starches, soluble constituents, such as sugars, starches, 1.1. WaterWater soluble constituents, such as sugars, starches, soluble constituents, such as sugars, starches,
amino acids, and various organic acids,amino acids, and various organic acids,2.2. Hemicellulose, a condensation product of the fiveHemicellulose, a condensation product of the five-- and sixand six--
carbon sugars,carbon sugars,ca bo suga s,ca bo suga s,3.3. Cellulose, a condensation product of the sixCellulose, a condensation product of the six--carbon sugar carbon sugar
glucose.glucose.44 Fat oils and waxes which are esters of alcohols and long Fat oils and waxes which are esters of alcohols and long 4.4. Fat, oils, and waxes, which are esters of alcohols and long Fat, oils, and waxes, which are esters of alcohols and long
chain fatty acids,chain fatty acids,5.5. Lignin, a polymeric material containing aromatic rings with Lignin, a polymeric material containing aromatic rings with
methoxylmethoxyl groups (groups (--OCHOCH33) [present in some papers: ) [present in some papers: methoxylmethoxyl groups (groups ( OCHOCH33) [present in some papers: ) [present in some papers: newsprint and fiberboard],newsprint and fiberboard],
6.6. Lignocellulose, a combination of lignin and cellulose, andLignocellulose, a combination of lignin and cellulose, and77 Proteins which are composed of chains of amino acidsProteins which are composed of chains of amino acids7.7. Proteins, which are composed of chains of amino acids.Proteins, which are composed of chains of amino acids.
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Biodegradability of Organic Waste ComponentsBiodegradability of Organic Waste ComponentsBiodegradability of Organic Waste Components Biodegradability of Organic Waste Components
V l ilV l il S lidS lid (VS)(VS) d i dd i d bb i i ii i iVolatileVolatile SolidsSolids (VS)(VS) content,content, determineddetermined byby ignitionignitionatat 500500C,C, isis oftenoften usedused asas aa measuremeasure ofof thethebiodegradabilitybiodegradability ofof thethe organicorganic fractionfraction ofof MSWMSW.. TheTheg yg y gguseuse ofof VSVS inin describingdescribing thethe biodegradabilitybiodegradability ofof thetheorganicorganic fractionfraction ofof MSWMSW isis misleading,misleading, asas somesome ofofthesethese organicorganic constituentsconstituents areare highlyhighly volatilevolatile butbutthesethese organicorganic constituentsconstituents areare highlyhighly volatilevolatile butbutlowlow inin biodegradabilitybiodegradability (e(e..gg.. newsprint,newsprint, somesome plantplanttrimmings)trimmings)..
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Biodegradability of MSW (Biodegradability of MSW (contdcontd…)…)Alternatively, the lignin content of MSW can be Alternatively, the lignin content of MSW can be used to estimate the biodegradable fraction, using used to estimate the biodegradable fraction, using th f ll ith f ll ithe following:the following:
BF = 0 83 BF = 0 83 –– 0 028 LC0 028 LCBF = 0.83 BF = 0.83 –– 0.028 LC0.028 LCWhere,Where,
BF = BF = biodegradable fraction expressed on a biodegradable fraction expressed on a g pg pvolatile solids (VS) basisvolatile solids (VS) basis
0.83 & 0.028 = empirical constants0.83 & 0.028 = empirical constantsLC = LC = lignin constant of the VS expressed as a lignin constant of the VS expressed as a
% of dry wt.% of dry wt.
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Data on the Biodegradable Fraction of l t d i t t b d selected organic waste components based
on Lignin Content
Component Volatile Solids (VS) % of Total
Solids
Lignin Content (LC), % of VS
Biodegradable Fraction, BF
Food Wastes 7 – 15 0.4 0.82
PaperNewsprintOffice PaperCardboard
94.096.494.0
21.90.4
12.9
0.220.820.47Cardboard 94.0 12.9 0.47
Yard Wastes 50 – 90 4.1 0.72
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Energy Values of MSWEnergy Values of MSWgygyComputation from Approximate Chemical Composition Using Modified Dulong Formula: g g
C = carbon, %H = hydrogen, %N = nitrogen, %S S lf %S = Sulfur, %
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Waste Generation
Waste handling, separation storage and separation, storage and
processing at source
Collection
Separation and Transfer & Transport
Separation and processing and
Transformation of solid waste
Disposal
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Measures and Methods Used to Assess QuantitiesMeasures and Methods Used to Assess Quantities
MSW should be measured as a weight as opposed to a volume because the weight measurements are consistent and reproducible g pwhile the volume can vary considerably attendant to compaction. Ultimately, however, the capacity of a landfill is a volume consideration.
Units ‐ lb/capita/day for residential and commercial, a repeatable measure of production for industry and agriculture e.g. lb of manure/chickenmanure/chicken.
Estimation of Waste Quantities :Load‐count analysis ‐A landfill without scales may estimate theLoad‐count analysis A landfill without scales may estimate the vehicular capacity and the number of vehicles of that capacity.Weight‐Volume Analysis – A landfill equipped with weighing scale records the weight‐volume data to assess the waste quantities.
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Example:Given: On a single day you observe the following at a landfill: 10‐16 yd3 compactor trucksy p 18‐3 yd3 pickup trucks hauling loose and dry leaves 56‐1 yd3 private cars 2‐45 yd3 trucks with broken concreteFind: If there are 3.82 lb/cap.day with 2.7 cap/home and all the waste comes from p y pthe town, estimate the number of homes in the town. Whatʹs wrong with the answer?
1. Compute the total weightp gItem Number of
loadsAvg. Vol.yd3
Specific Wt.lb/yd3
Total Wt., lbcol.2x3x4
Compactor truck
10 16 500 80,000truck
Pickup trucks with leaves loose and dry
18 3 100 5,400
Private cars 56 1 220 12,320
Broken Concrete
2 45 2595 233,550
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Total, lb/day 331,270
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Steps:
Determine the number of homesnumber of residence = 331,270 (lb/day) x(capita.day/3.82 lb) x (residence/2 7cap)(residence/2.7cap)number of residence = 32,118
What's wrong with the answer?
The demolition load, broken concrete may not be representative; y pcalculate the number of houses with the concrete.
number of residence = (331,270-233,550) (lb/day) x(capita.day/3.82 lb) x (residence/2.7cap)
number of residence = 9,475 vs. 32,118 with the broken concrete
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