Fly ash

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Fly ash is one of the residues generated in the combustion of coal. Fly ash is generally captured from the chimneys of coal-fired power plants, whereas bottom ash is removed from the bottom of the furnace. In the past, fly ash was generally released into the atmosphere, but pollution control equipment mandated in recent decades now require that it be captured prior to release. In the US, it is generally stored at the power plant. Depending upon the source and makeup of the coal being burned, the components of the fly ash produced vary considerably, but all fly ash includes substantial amounts of silicon dioxide (SiO2) (both amorphous and crystalline) and calcium oxide (CaO). Fly ash is commonly used to supplement Portland cement in concrete production, where it can bring both technological and economic benefits, and is increasingly finding use in the synthesis of geopolymers and zeolites.

Contents

[edit] Chemical composition and classification

Component Bituminous Subbituminous Lignite
SiO2 (%) 20-60 40-60 15-45
Al2O3 (%) 5-35 20-30 20-25
Fe2O3 (%) 10-40 4-10 4-15
CaO (%) 1-12 5-30 15-40
LOI (%) 0-15 0-3 0-5

Fly ash material solidifies while suspended in the exhaust gases and is collected by electrostatic precipitators or filter bags. Since the particles solidify while suspended in the exhaust gases, fly ash particles are generally spherical in shape and range in size from 0.5 µm to 100 µm. They consist mostly of silicon dioxide (SiO2), which is present in two forms: amorphous, which is rounded and smooth, and crystalline, which is sharp, pointed and hazardous; aluminium oxide (Al2O3) and iron oxide (Fe2O3). Fly ashes are generally highly heterogeneous, consisting of a mixture of glassy particles with various identifiable crystalline phases such as quartz, mullite, and various iron oxides.

Two classes of fly ash are defined by ASTM C618: Class F fly ash and Class C fly ash. The chief difference between these classes is the amount of calcium, silica, alumina, and iron content in the ash. The chemical properties of the fly ash are largely influenced by the chemical content of the coal burned (i.e., anthracite, bituminous, and lignite).[1]

Not all fly ashes meet ASTM C618 requirements, although depending on the application, this may not be necessary. Ash used as a cement replacement must meet strict construction standards, but no standard environmental standards have been established in the United States. 75% of the ash must have a fineness of 45 µm or less, and have a carbon content, measured by the loss on ignition (LOI), of less than 4%. In the U.S., LOI needs to be under 6%. The particle size distribution of raw fly ash is very often fluctuating constantly, due to changing performance of the coal mills and the boiler performance. This makes it necessary that fly ash used in concrete needs to be processed using separation equipment like mechanical air classifiers. Especially important is the ongoing quality verification. This is mainly expressed by quality control seals like the Bureau of Indian Standards mark or the DCL mark of the Dubai Municipality.

[edit] Class F fly ash

The burning of harder, older anthracite and bituminous coal typically produces Class F fly ash. This fly ash is pozzolanic in nature, and contains less than 10% lime (CaO). Possessing pozzolanic properties, the glassy silica and alumina of Class F fly ash requires a cementing agent, such as Portland cement, quicklime, or hydrated lime, with the presence of water in order to react and produce cementitious compounds. Alternatively, the addition of a chemical activator such as sodium silicate (water glass) to a Class F ash can lead to the formation of a geopolymer.

[edit] Class C fly ash

Fly ash produced from the burning of younger lignite or subbituminous coal, in addition to having pozzolanic properties, also has some self-cementing properties. In the presence of water, Class C fly ash will harden and gain strength over time. Class C fly ash generally contains more than 20% lime (CaO). Unlike Class F, self-cementing Class C fly ash does not require an activator. Alkali and sulfate (SO4) contents are generally higher in Class C fly ashes.

[edit] Disposal and market sources

In the past, fly ash produced from coal combustion was simply entrained in flue gases and dispersed into the atmosphere. This created environmental and health concerns that prompted laws which have reduced fly ash emissions to less than 1% of ash produced. Worldwide, more than 65% of fly ash produced from coal power stations is disposed of in landfills. In India alone, fly ash landfill covers an area of 40,000 acres (160 km2).

The recycling of fly ash has become an increasing concern in recent years due to increasing landfill costs and current interest in sustainable development. As of 2005, U.S. coal-fired power plants reported producing 71.1 million tons of fly ash, of which 29.1 million tons were reused in various applications.[2] If the nearly 42 million tons of unused fly ash had been recycled, it would have reduced the need for approximately 27,500 acre feet (33,900,000 m3) of landfill space.[2][3] Other environmental benefits to recycling fly ash includes reducing the demand for virgin materials that would need quarrying and substituting for materials that may be energy-intensive to create (such as Portland cement).

[edit] Fly ash reuse

The reuse of fly ash as an engineering material primarily stems from its pozzolanic nature, spherical shape, and relative uniformity. Fly ash recycling, in descending frequency, includes usage in:

[edit] Portland cement

Owing to its pozzolanic properties, fly ash is used as a replacement for some of the Portland cement content of concrete.[5] The use of fly ash as a pozzolanic ingredient was recognized as early as 1914, although the earliest noteworthy study of its use was in 1937.[6] Before its use was lost to the Dark Ages, Roman structures such as aqueducts or the Pantheon in Rome used volcanic ash (which possesses similar properties to fly ash) as pozzolan in their concrete.[7] As pozzolan greatly improves the strength and durability of concrete, the use of ash is a key factor in their preservation.

Use of fly ash as a partial replacement for Portland cement is generally limited to Class F fly ashes. It can replace up to 30% by mass of Portland cement, and can add to the concrete’s final strength and increase its chemical resistance and durability. Recently concrete mix design for partial cement replacement with High Volume Fly Ash (50 % cement replacement) has been developed. For Roller Compacted Concrete (RCC)[used in dam construction] replacement values of 70% have been achieved with POZZOCRETE (processed fly ash) at the Ghatghar Dam project in Maharashtra, India. Due to the spherical shape of fly ash particles, it can also increase workability of cement while reducing water demand.[8] The replacement of Portland cement with fly ash also reduces the greenhouse gas foot print of concrete, as the production of one ton of Portland cement produces approximately one ton of CO2. Since the worldwide production of Portland cement is expected to reach nearly 2 billion tons by 2010, replacement of 30% of this amount by fly ash could dramatically reduce global carbon emissions.

[edit] Embankment

Fly ash properties are somewhat unique as an engineering material. Unlike typical soils used for embankment construction, fly ash has a large uniformity coefficient consisting of silt-sized particles. Engineering properties that will affect fly ash’s use in embankments include grain size distribution, compaction characteristics, shear strength, compressibility, permeability, and frost susceptibility.[8] Nearly all fly ash used in embankments are Class F fly ashes.

[edit] Soil stabilization

Soil stabilization involves the addition of fly ash to improve the engineering performance of a soil. This is typically used for a soft, clayey subgrade beneath a road that will experience many repeated loadings. Improvement can be done with both Class C and Class F fly ashes. If using a Class F fly ash, an additive (such as lime or cement) is needed whereas the self-cementing nature of Class C fly ash allows it to be used alone.

[edit] Flowable fill

Fly ash is also used as a component in the production of flowable fill (also called controlled low strength material, or CLSM), which is used as self-leveling, self-compacting backfill material in lieu of compacted earth or granular fill. The strength of flowable fill mixes can range from 50 to 1,200 lbf/in² (0.3 to 8.3 MPa), depending on the design requirements of the project in question. Flowable fill includes mixtures of Portland cement and filler material, and can contain mineral admixtures. Fly ash can replace either the Portland cement or fine aggregate (in most cases, river sand) as a filler material. High fly ash content mixes contain nearly all fly ash, with a small percentage of Portland cement and enough water to make the mix flowable. Low fly ash content mixes contain a high percentage of filler material, and a low percentage of fly ash, Portland cement, and water. Class F fly ash is best suited for high fly ash content mixes, whereas Class C fly ash is almost always used in low fly ash content mixes.[8][9]

[edit] Asphalt concrete

Asphalt concrete is a composite material consisting of an asphalt binder and mineral aggregate. Both Class F and Class C fly ash can typically be used as a mineral filler to fill the voids and provide contact points between larger aggregate particles in asphalt concrete mixes. This application is used in conjunction, or as a replacement for, other binders (such as Portland cement or hydrated lime). For use in apshalt pavement, the fly ash must meet mineral filler specifications outlined in ASTM D242. The hydrophobic nature of fly ash gives pavements better resistance to stripping. Fly ash has also been shown to increase the stiffness of the asphalt matrix, improving rutting resistance and increasing mix durability.[8][10]

[edit] Geopolymers

More recently, fly ash has been used as a component in geopolymers, where the reactivity of the fly ash glasses is used to generate a binder comparable to a hydrated Portland cement in appearance and properties, but with dramatically reduced CO2 emissions.[11]

[edit] Roller compacted concrete

Another application of using fly ash is in roller compacted concrete dams. Many dams in the US have been constucted with high fly ash contents. Fly ash lowers the heat of hydration allowing thicker placements to occur. Data for these can be found at the US Bureau of Reclaimation. This has also been demonstrated in the Ghatghar Dam Project in India.

[edit] Bricks

In the United Kingdom fly ash has been used for over fifty years to make concrete building blocks. They are widely used for the inner skin of cavity walls. They are naturally more thermally insulating than blocks made with other aggregates.

Ash bricks have been used in house construction in Windhoek, Namibia since the 1970s. There is, however, a problem with the bricks in that they tend to fail or produce unsightly pop-outs. This happens when the bricks come into contact with moisture and a chemical reaction occurs causing the bricks to expand.

In May 2007, Henry Liu, a retired 70-year old American civil engineer, announced that he had invented a new, environmentally sound building brick composed of fly ash and water. Compressed at 4,000 psi and cured for 24 hours in a 150 °F (66 °C) steam bath , then toughened with an air entrainment agent, the bricks last for more than 100 freeze-thaw cycles. Owing to the high concentration of calcium oxide in class C fly ash, the brick can be described as "self-cementing". The manufacturing method is said to save energy, reduce mercury pollution, and costs 20% less than traditional clay brick manufacturing. Liu intends to license his technology to manufacturers in 2008.[12][13] Bricks of fly ash can be made of two types. One type of brick are made mixing it with about equal amount of soil and proceeding through the ordinary process of making brick. This type of formation reduces the use of fertile sand in making bricks.

Another type of brick can be made by mixing soil, plaster of paris and fly ash in a definite proportion with water and allowing the mixture to dry. Because it does not need to be heated in a furnace this technique reduces air pollution.

[edit] Waste management

Using a proprietary methodology, the US company N-Viro International Corporation uses the alkaline properties of fly ash to process human waste sludge into fertilizer.[14] Similarly, the RHENIPAL process owned by DIRK Group utilizes fly ash mixtures for the stabilization of sewage sludge and other toxic sludges. This process was used to stabilize large amounts of chromium(VI) contaminated leather sludges in Portugal (Alcanena).... fly ash is also used for sewage water treatment. it is used for treating cod(chemical oxygen demand) of water it has components that help absorb those components from water that need oxygen.it is also used by people as a component used in gas mask.

[edit] Environmental problems

Fly ash contains trace concentrations of many heavy metals that are known to be detrimental to health in sufficient quantities. These include nickel, vanadium, arsenic, beryllium, cadmium, barium, chromium, copper, molybdenum, zinc, lead, selenium, uranium, thorium, and radium. The presence of uranium and other radioactive materials has led to research that concludes fly ash may be up to 100 times more radioactive than nuclear waste[15]. Though these elements are found in extremely low concentrations in fly ash, they can be hazardous if they reach the water supply. These have become real concerns in the Tennessee coal sludge spill, which has already seen a large fish die-off in the area.

The U.S. House of Representatives held an oversight hearing on the Federal government's role in addressing health and environmental risks of fly ash.[16] The United States Environmental Protection Agency‎ has said in the past that coal fly ash does not need to be regulated as a hazardous waste.[17] However, a revised risk assessment may change the way CCW is regulated.[18] Studies by the U.S. Geological Survey and others conclude that fly ash compares with common soils or rocks and should not be the source of alarm.[19] However, community and environmental organizations have documented numerous environmental contamination and damage concerns.[20][21][22]

[edit] Contamination in Byker

In the 1980s and 1990s, around 2,000 tons of fly ash from local incinerators were used by the local council deliberately to surface footpaths around the Byker and Walker districts of Newcastle upon Tyne, England.[23] Considerable concern was raised in the local community when this was discovered. Later studies found contamination by dioxins and furans from this fly ash, although no strong evidence for heavy metals (the area has an industrial past that may itself explain the levels that were found).[24]

[edit] Exposure concerns

Crystalline silica and lime are the major components of exposure concern. In and of itself, fly ash is neither toxic or poisonous, nor is it considered hazardous except when it becomes airborne. However, the fine crystalline silica present in fly ash has been linked with lung damage, in particular silicosis. OSHA allows 0.10 mg/m3, (one ten-thousandth of a gram per cubic meter of air).

The other fly ash component of some concern is lime (CaO). This chemical reacts with water (H2O) to form calcium hydroxide [Ca(OH)2], giving fly ash a pH somewhere between 10 and 12, a medium to strong base. This can also cause lung damage if present in sufficient quantities.

These hazards can be minimised by controlling emissions of fly ash from bulk handling operations via closed pumping systems, and use of storage and handling equipment with approved automated spill containment equipment.

[edit] References

  1. ^ "ASTM C618 - 08 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete". ASTM International. http://www.astm.org/cgi-bin/SoftCart.exe/DATABASE.CART/REDLINE_PAGES/C618.htm?L+mystore+lsft6707. Retrieved on 2008-09-18. 
  2. ^ a b American Coal Ash Association. ""CCP Production and Use Survey"" (PDF). http://www.acaa-usa.org/PDF/2005_CCP_Production_and_Use_Figures_Released_by_ACAA.pdf. 
  3. ^ a b U.S. Environmental Protection Agency. ""Using Coal Ash in Highway Construction - A Guide to Benefits and Impacts"" (PDF). http://www.epa.gov/epaoswer/osw/conserve/c2p2/pubs/greenbk508.pdf. 
  4. ^ U.S. Federal Highway Administration. "Fly Ash". http://www.fhwa.dot.gov/infrastructure/materialsgrp/flyash.htm. 
  5. ^ Scott, Allan N .; Thomas, Michael D. A. (January/February 2007). "Evaluation of Fly Ash From Co-Combustion of Coal and Petroleum Coke for Use in Concrete". ACI Materials Journal (American Concrete Institute) 104 (1): 62–70. 
  6. ^ Halstead, W. (October 1986), "Use of Fly Ash in Concrete", National Cooperative Highway Research Project 127 
  7. ^ Moore, David. The Roman Pantheon: The Triumph of Concrete. 
  8. ^ a b c d U.S. Federal Highway Administration. "Fly Ash Facts for Highway Engineers" (PDF). http://www.fhwa.dot.gov/pavement/recycling/fafacts.pdf. 
  9. ^ Hennis, K. W.; Frishette, C. W. (1993), "A New Era in Control Density Fill", Proceedings of the Tenth International Ash Utilization Symposium 
  10. ^ Zimmer, F. V. (1970), "Fly Ash as a Bituminous Filler", Proceedings of the Second Ash Utilization Symposium 
  11. ^ Duxson, P.; Provis, J.L.; Lukey, G.C.; van Deventer, J.S.J. (2007), "The role of inorganic polymer technology in the development of 'Green concrete'", Cement and Concrete Research 37 (12): 1590–1597, doi:10.1016/j.cemconres.2007.08.018 
  12. ^ Popular Science Magazine, INVENTION AWARDS : A Green Brick, May 2007
  13. ^ National Science Foundation, Press Release 07-058, "Follow the 'Green' Brick Road?", May 22, 2007
  14. ^ [1] N-Viro International
  15. ^ Hvistendhal, Mara (2008-12-13). ""Coal Ash Is More Radioactive than Nuclear Waste" \url=http://www.sciam.com/article.cfm?id=coal-ash-is-more-radioactive-than-nuclear-waste", Scientific American. 
  16. ^ House Committee on Natural Resources, Subcommittee on Energy and Mineral Resources. ""Oversight Hearing: How Should the Federal Government Address the Health and Environmental Risks of Coal Combustion Wastes?". http://resourcescommittee.house.gov/index.php?option=com_jcalpro&Itemid=65&extmode=view&extid=184. 
  17. ^ Federal Register. "“Notice of Regulatory Determination on Wastes From the Combustion of Fossil Fuels”". http://frwebgate.access.gpo.gov/cgi-bin/getpage.cgi?dbname=2000_register&position=all&page=32214. 
  18. ^ Federal Register. "“Notice of Data Availability on the Disposal of Coal Combustion Wastes in Landfills and Surface Impoundments 72 Fed. Reg. 49714, Aug. 29, 2007 ”" (PDF). http://a257.g.akamaitech.net/7/257/2422/01jan20071800/edocket.access.gpo.gov/2007/pdf/E7-16806.pdf. 
  19. ^ U.S. Geological Survey. ""Radioactive Elements in Coal and Fly Ash: Abundance, Forms, and Environmental Significance"" (PDF). http://pubs.usgs.gov/fs/1997/fs163-97/FS-163-97.pdf. 
  20. ^ McCabe, Robert; Mike Saewitz (2008-07-19). ""Chesapeake takes steps toward Superfund designation of site."", The Virginian-Pilot. 
  21. ^ McCabe, Robert."Above groung golf course, Just beneath if potential health risks", The Virginian-Pilot, 2008-03-30
  22. ^ Citizens Coal Council, Hoosier Environmental Council, Clean Air Task Force (March 2000), "Laid to Waste: The Dirty Secret of Combustion Waste from America's Power Plants"
  23. ^ "Six Stories from Byke". Campaign Against the New Kiln. 26 May 2000. http://www.cank.org.uk/Byker6stories26May2000.html. 
  24. ^ "Byker incinerator/heat station ash study". Institute of Health & Society, Newcastle University. July 1999 to June 2003. http://www.ncl.ac.uk/ihs/research/project/1448. 

[edit] External links

Retrieved from "http://en.wikipedia.org/wiki/Fly_ash"
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