CE 527 Solid Waste Management Lecture No. 2a - Sources and Properties of Solid Waste Dr. S.K. Ong • Regardless of the complexity of the community's current waste management plan, some type of assessment of the local waste stream is necessary to provide basic information for making decisions regarding future waste management. • Waste stream assessment is defined as a procedure to determine some basic aspects of the local waste stream: _______________- relative amounts of different waste stream components expressed in pounds or tons per year or as a percentage of the overall waste stream. (see Table 4.3, 4.4). ______________ - amount of waste generated in the community both in terms of weight and volume (see Table ES-2, Fig. ES-1, ES-2 and ES-4) ______________________ - links certain portion of the waste stream to specific generators in the community (See Table 3-1, textbook) • Why Assess the Local Waste Stream? • ____________________ with federal and state waste diversion programs - data on the composition and quantity of the waste are required when considering alternative waste management methods such as materials recovery and waste-to-energy facilities. For example: secondary materials brokers will be interested in a constant and reliable supply of recyclable materials waste stream assessment can be designed specifically to determine the amount of certain recyclables in the local waste stream or fuel values are needed in the designing and planning a waste-to-energy facility. • ________________ of specific equipment, eg., selection of collection vehicles, the size and number of bins needed and whether mechanized collection will be more efficient • _____________________ of waste collection routes, transfer stations • Variables affecting Municipal Waste Stream? • Need to know who generates what waste and how much is generated and what variations occur. Factors are: __________________ and ______________________ • Figure 3.1 gives the monthly variation in waste flow in Portland Oregon in 1987 - peak months are June and July • Waste composition will also change with seasons, eg., more yard trimmings in summer as opposed to winter (see Fig 3-8) _____________________ - residential and commercial waste generation/process residuals can significantly affect the design of waste management program - for example, in the City of Los Angeles - 2/3's of the MSW comes from commercial sources - if specific waste management programs are to be developed it would probably be worthwhile to explore commercial recycling programs. _________________________ - eg., Urban/rural and industrial/agricultural areas will generate different types of waste ______________________ - population variations may have a significant impact on the municipal waste stream - For example, a study of waste generation in several Milwaukee, WI neighborhoods showed that yard waste constituted approximately 1.5 to 8.2 percent of the waste stream from low income households while the range was 8.8 to 16 percent for middle income households. _____________________ - The economic well-being of a community is a factor that may cause long-term variations in waste generation - for example, increase in consumption that may be associated with good economic times may be reflected in the waste stream ____________________________- deposit laws, recycling programs, composting and source reduction programs can significantly affect the local stream Assessing Waste Stream • Two methods of assessing waste stream: (i) using existing data to characterize the waste stream (ii) performing a local waste characterization study Existing Data Assessment - involves information on existing waste stream combined with local knowledge of the waste stream to estimate local municipal waste generation • information from communities with similar demographic characteristics and waste sources can be extrapolated • information from local collection services and facility operators • more appropriate for small communities • disadvantages - data vary in content and presentation and in many respect difficult to compare Performing waste characterization study - can be divided up into two categories: (i) waste composition study (ii) waste quantity study Waste Composition study • Define _____________ - eg., if assessment is needed for the design of a waste-to-energy facility, detailed information on the amount of combustibles and noncombustibles, heating values while for the development of a recycling program specific information on quantities of recyclable materials and their sources will be important • Define the ________________________ - geographical area serviced by specific disposal facilities • Developing _______________________ within the waste management system - meant to encourage participation of all those influenced by waste management activities, eg., facilities operators and haulers • Define ____________________________ - common categories are: Food Wastes Paper Cardboard Plastics Textiles Rubber Leather Yard Wastes Wood Glass Aluminum Ferrous Metals Nonferrous Miscellaneous -diapers inorganics - ceramics, stones construction debris Household HW White goods Residuals - ash Note that certain categories can be expanded depending on type of information needed, for example: Paper can be further be classified as Newsprint, white office paper, glossy/magazines, computer paper, colored paper Develop Sampling Program • ___________________________________ • ___________________________________ • ___________________________________ • ___________________________________ • ___________________________________ - procedure usually involves unloading and analyzing a quantity of residential waste within the waste shed. - a representative residential sample such as a truckload or a mixed sample from an incinerator storage pit would be representative - sample size of about 200 lb is usually the minimum size used - waste are separated by categories and weighed and percentages computed Assessment of Waste Quantities caution - most measurements do not accurately or fully represent what they are reported or assumed - eg., use of alternative disposal methods or recycling affects quantification (i) ___________________________ (ii) ___________________________ (iii) ___________________________ _______________________________ - usually conducted at a centralized location where most or all the waste are transported, eg., transfer stations - the number of individual loads and the corresponding waste characteristics are noted over a specified time period and the quantity generated is computed based on unit generation rates or if scales are used on site, weight data are recorded _______________________________ - weighing of collection vehicles at transfer stations or landfills to provide weight-volume information on waste generated for a given waste shed, volume is estimated ________________________________ - provides a rational approach in estimating waste generation for a particular source - approach taken is to draw a system boundary around the unit to be studied - identify activities that cross or occur within the boundary and affect generation of wastes - identify rate of waste generation associated with each activities - determine the quantity of wastes generated, collected and stored Material balance Rate of Accumulation of = material within the system boundary rate of flow of material into the system boundary - rate of flow of material into the system boundary + rate of generation of waste material within the system boundary Accumulation = inflow - outflow + generation Future Waste Stream - projections are subjected to ______________________ - factors affecting waste stream • _____________________ changes - population income distribution, employment information, demographic data, population density • _____________________ growth - can significantly alter the quantity and composition of a community's waste stream eg., offices generate large amounts of various grade paper • ______________________ growth - will also affect the composition of the waste • effects of waste management ____________________, such as source reduction, recycling, composting • per capita generation - it can be anticipated that the rise in weight of waste produced by an individual will increase CE 527 Solid Waste Management Lecture No. 2b - Sources and Properties of Solid Waste Dr. S.K. Ong Properties of Municipal Solid Waste Physical Chemical Biological Specific Weight Moisture Content Particle Size & Size Dist. Field Capacity Permeability Proximate Analysis Ultimate Analysis Energy Content Fusing Point of Ash Biodegradation PHYSICAL PROPERTIES Specific Weight weight of a material per unit volume (ex., lbs/yd 3) use for the assessment of total mass and volume of waste important to define whether SW is loose as found in containers, compacted or uncompacted municipal waste loose solid waste ______ kg/m3 _______ lb/yd3 3 collected solid waste ______ kg/m ______ lb/yd3 landfill, normally compacted ______ 0 lb/yd3 ______ lb/yd3 3 compaction vehicle ______ lb/yd varies from region, season, length of time in storage Example: Refuse in a trash can has a density of 200 lb/yd3. What is the weight of trash that can be carried by a 30 yd3 truck. If the refuse is compacted to 500 lb/yd 3, what is the weight of waste the truck will carry. Find the percent volume reduction? Percent volume reduction (PRV) Moisture Content % moisture where = = ___________________________ w = initial weight of sample as delivered d = weight of sample after drying at 105o C to constant weight (normally 24 hours) Moisture range - 15 to 40% and dependent on composition of waste Adds weight to the solid waste and increases the cost to collect and transport Important in refuse processing that involves thermal system as waster must be evaporated before combustion can proceed Example: Find the final wet density of refuse, if the dry specific weight of refuse is 250 lb/yd 3 and the moisture content is 25%. Take 1 yd3 of waste, then (note that with a moisture content of 25% the density has gone up by 33%) Particle Size Distribution Expressed as Important in the recovery of materials especially mechanical processing Average size of MSW individual component is between 3 to 8 inches (see Figure 8.7) Field Capacity (in Landfill) Total amount of moisture that can be retained in a waste when subjected to the downward pull of gravity Water in excess of field capacity will be released - becomes leachate Field capacity is dependent on the compaction and state of decomposition For uncompacted commingled wastes - approx. 50 to 60% Permeability of Compacted Waste Hydraulic conductivity of waste is a property of the waste that governs the movement of liquid and gases in landfills. Flow of water in porous media is given by Darcy's law Where K = coefficient of permeability or hydraulic conductivity = k / k is the intrinsic permeability (independent of media properties k = cd 2 and c = shape factor and d = diameter of particle) = specific weight of water = dynamic viscosity of water - Intrinsic permeability of compacted solid waste _______________________________ - Sand/gravel _______________________________ CHEMICAL PROPERTIES Proximate Analysis Important in the evaluation of combustion properties of a fuel. Four important categories. ______________ loss of moisture when heated to 105o C for 1 hour add weight to fuel without having any heating value higher moisture content lowers the value of material as fuel ______________ Additional loss of weight on ignition at 950o C in a closed crucible represents the portion of fuel that is converted to gases when the temperature increases, i.e., gasification even before combustion is initiated rapid combustion is completed in a short time ______________ Represents the carbon or combustible residue left after volatile matter remains on the furnace grates as charcoal combustion occurs on the surface of the solids combustion rate is controlled by the surface area of fuel ______________ is removed fuel with high percentage of fixed carbon will require a longer retention time on the furnace grates to achieve complete combustion than a fuel with low percentage of fixed carbon Weight residue after combustion in open crucible adds weight without generating any fuel ash content increases, value of fuel decreases Moisture Volatile Matter Fixed Carbon Ash Energy (BTU/lb (dry)) Residential MSW Bituminous Coal* *Allegheny County, Pittsburgh Ultimate Analysis Is an elemental analysis that determines the percentage of each element present in the waste Typically involves C, H, O, N, S and ash. At times include Cl. Purpose - to characterize the chemical composition of the waste Element C H O N S Ash MSW Range 25 - 25% 2.5 - 6% 15 - 30% 0.25 - 1.2% 0.02 - 0.12% 12 - 30% Average metals content in Ash Al As Cd Cr Cu Pb Zn Bituminous Coal, PA (ppm) 32,000 300 20 3,300 1,700 6,000 12,000 (ppm) 96,000 50 2,300 1,000 1,000 9,300 42,000 Energy Content Critical for the evaluation of its potential for use as a fuel in a combustion system Determined by a laboratory bomb calorimeter or by calculation if the elemental composition is known. For calorimeter tests, the heat released at a constant temperature (25 o C) from combustion of a dry sample is used as the BTU value of the waste. Assume cellulose with a formula of (C6H10O5)n, we have A product of the combustion of cellulose (or waste) is water from the oxidation of hydrogen. At standard test temperature, the combustion water remains in the liquid state and this condition produces the maximum heat release and is defined as the high heating value (HHV), i.e., the heat of vaporization of water is included. This value is obtained by using the bomb calorimeter. However during combustion in a thermal system, the temperature of the combustion gases is usually higher than 212o F until discharged into the atmosphere. The water is in the vapor phase. This heating value is termed as the low heating value (LHV) Where Hv is the heat of vaporization of water and H is the hydrogen content (fractional value) The 9 in the right side term indicates 1 lb of hydrogen will produce 9 lbs of water (18/2). MSW heating values are between 4,000 - 6,5000 BTU/lb An approximate method of calculating the heat content is the Dulong's formula. This is originally used for coal. Where C, H, S, N are % by weight, H excludes moisture. Biodegradability Uses lignin content as a measure of biodegradability Where BF is the biodegradation fraction LC = lignin content of volatile solids (VS) (%), lignin is similar in structure with cellulose but structure is complex and difficult to characterize Volatile solids content - fraction that is ignited at 550o C (note different from proximate analysis) VS (% of TS) Food 7 - 15 Paper 94 Yard Waste 50 -90 Lignin Content (% of VS) BF