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Coal combustion products

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Coal combustion products(CCPs), also called coal combustion wastes (CCWs) orcoal combustion residuals(CCRs),[1]are categorized in four groups, each based on physical and chemical forms derived fromcoalcombustionmethods and emission controls:

Diagram of the disposition of coal combustion wastes
  • Fly ashis captured after coal combustion by filters (bag houses), electrostatic precipitators and other air pollution control devices. It comprises 60 percent of all coal combustion waste (labeled here as coal combustion products). It is most commonly used as a high-performance substitute forPortland cementor as clinker for Portland cement production. Cements blended with fly ash are becoming more common. Building material applications range from grouts and masonry products to cellular concrete and roofing tiles. Many asphaltic concrete pavements contain fly ash. Geotechnical applications include soil stabilization, road base, structural fill, embankments andmine reclamation.Fly ash also serves as filler in wood and plastic products, paints and metal castings.
  • Flue-gas desulfurization(FGD) materialsare produced by chemical "scrubber" emission control systems that remove sulfur and oxides from power plantflue gasstreams. FGD comprises 24 percent of all coal combustion waste. Residues vary, but the most common are FGD gypsum (or "synthetic" gypsum) and spray dryer absorbents. FGD gypsum is used in almost thirty percent of the gypsum panel products manufactured in the U.S. It is also used in agricultural applications to treat undesirable soil conditions and to improve crop performance. Other FGD materials are used in mining and land reclamation activities.
  • Bottom ashandboiler slagcan be used as a raw feed for manufacturing portland cement clinker, as well as for skid control on icy roads. The two materials comprise 12 and 4 percent of coal combustion waste respectively. These materials are also suitable for geotechnical applications such as structural fills and land reclamation. The physical characteristics of bottom ash and boiler slag lend themselves as replacements for aggregate in flowable fill and in concrete masonry products. Boiler slag is also used for roofing granules and as blasting grit.

Fly ash

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Photomicrograph made with ascanning electron microscopeand back-scatter detector: cross section of fly ash particles

Fly ash,flue ash,coal ash,orpulverised fuel ash(in the UK)—plurale tantum:coal combustion residuals(CCRs)—is acoal combustion productthat is composed of theparticulatesthat are driven out of coal-firedboilerstogether with theflue gases.Ash that falls to the bottom of the boiler's combustion chamber (commonly called a firebox) is calledbottom ash.In moderncoal-fired power plants,fly ash is generally captured byelectrostatic precipitatorsor other particle filtration equipment before the flue gases reach the chimneys. Together with bottom ash removed from the bottom of the boiler, it is known ascoal ash.

Depending upon the source and composition of the coal being burned, the components of fly ash vary considerably, but all fly ash includes substantial amounts ofsilicon dioxide(SiO2) (bothamorphousandcrystalline),aluminium oxide(Al2O3) andcalcium oxide(CaO), the main mineral compounds in coal-bearingrock strata.

The use of fly ash as a lightweight aggregate (LWA) offers a valuable opportunity to recycle one of the largest waste streams in the US. In addition, fly ash can offer many benefits, both economically and environmentally when utilized as a LWA.[2]

The minor constituents of fly ash depend upon the specificcoal bed compositionbut may include one or more of the following elements or compounds found in trace concentrations (up to hundreds of ppm):gallium,arsenic,beryllium,boron,cadmium,chromium,hexavalent chromium,cobalt,lead,manganese,mercury,molybdenum,selenium,strontium,thallium,andvanadium,along with very small concentrations ofdioxins,PAH compounds,and other trace carbon compounds.[3][4][5][6]

In the past, fly ash was generally released into theatmosphere,but air pollution control standards now require that it be captured prior to release by fittingpollution control equipment.In the United States, fly ash is generally stored at coal power plants or placed in landfills. About 43% is recycled,[7]often used as apozzolanto producehydraulic cementor hydraulic plaster and a replacement or partial replacement forPortland cementin concrete production.Pozzolansensure the setting of concrete and plaster and provide concrete with more protection from wet conditions and chemical attack.

In the case that fly (or bottom) ash is not produced from coal, for example when solid waste is incinerated in awaste-to-energyfacility to produce electricity, the ash may contain higher levels of contaminants than coal ash. In that case the ash produced is often classified ashazardous waste.

Chemical composition and classification

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Fly ash composition by coal type[citation needed]
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 byelectrostatic precipitatorsor filter bags. Since the particles solidify rapidly while suspended in the exhaust gases, fly ash particles are generallysphericalin shape and range in size from 0.5μmto 300 μm. The major consequence of the rapid cooling is that few minerals have time to crystallize, and that mainly amorphous, quenched glass remains. Nevertheless, somerefractoryphases in the pulverized coal do not melt (entirely), and remain crystalline. In consequence, fly ash is a heterogeneous material.

SiO2,Al2O3,Fe2O3and occasionally CaO are the main chemical components present in fly ashes.[8]The mineralogy of fly ashes is very diverse. The main phases encountered are a glass phase, together withquartz,mulliteand the iron oxideshematite,magnetiteand/ormaghemite.Other phases often identified arecristobalite,anhydrite,free lime,periclase,calcite,sylvite,halite,portlandite,rutileandanatase.TheCa-bearing mineralsanorthite,gehlenite,akermaniteand various calcium silicates and calcium aluminates identical to those found inPortland cementcan be identified in Ca-rich fly ashes.[9] Themercurycontent can reach1ppm,[10]but is generally included in the range 0.01–1 ppm for bituminous coal. The concentrations of other trace elements vary as well according to the kind of coal combusted to form it.

Classification

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Two classes of fly ash are defined byAmerican Society for Testing and Materials(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,andlignite).[11]

Not all fly ashes meet ASTM C618 requirements, although depending on the application, this may not be necessary. Fly ash used as a cement replacement must meet strict construction standards, but no standard environmental regulations have been established in the United States. Seventy-five percent of the fly ash must have afinenessof 45 μm or less, and have acarboncontent, measured by the loss on ignition (LOI), of less than 4%. In the US, LOI must be under 6%. The particle size distribution of raw fly ash tends to fluctuate constantly, due to changing performance of the coal mills and the boiler performance. This makes it necessary that, if fly ash is used in an optimal way to replace cement in concrete production, it must be processed usingbeneficiationmethods like mechanical air classification. But if fly ash is used as a filler to replace sand in concrete production, unbeneficiated fly ash with higher LOI can be also used. Especially important is the ongoing quality verification. This is mainly expressed by quality control seals like theBureau of Indian Standardsmark or the DCL mark of the Dubai Municipality.

  • Class "F": The burning of harder, older anthracite and bituminous coal typically produces Class F fly ash. This fly ash ispozzolanicin nature, and contains less than 7%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—mixed with water to react and produce cementitious compounds. Alternatively, adding a chemical activator such assodium silicate(water glass) to a Class F ash can form ageopolymer.
  • Class "C": Fly ash produced from the burning of younger lignite or sub-bituminous coal, in addition to having pozzolanic properties, also has some self-cementing properties. In the presence of water, Class C fly ash hardens and gets stronger 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 andsulfate(SO
    4    ) contents are generally higher in Class C fly ashes. At least one US manufacturer has announced afly ash brickcontaining up to 50% Class C fly ash. Testing shows bricks meet or exceed the performance standards listed inASTMC 216 for conventional clay brick. It is also within the allowable shrinkage limits for concrete brick in ASTM C 55, Standard Specification for Concrete Building Brick. It is estimated that the production method used in fly ash bricks will reduce the embodied energy of masonry construction by up to 90%.[12]Bricks and pavers were expected to be available in commercial quantities before the end of 2009.[13]

Disposal and market sources

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In the past, fly ash produced from coal combustion was simply entrained influe gasesand dispersed into the atmosphere. This created environmental and health concerns that prompted laws in heavily industrialized countries like the United States[where?]that have reduced fly ash emissions to less than 1% of ash produced.[14]Worldwide, more than 65% of fly ash produced from coal power stations is disposed of inlandfillsandash ponds.

Ash that is stored or deposited outdoors can eventually leach toxic compounds into underground water aquifers. For this reason, much of the current debate around fly ash disposal revolves around creating specially lined landfills that prevent the chemical compounds from being leached into the ground water and local ecosystems.

Since coal was the dominant energy source in the United States for many decades, power companies often located their coal plants near metropolitan areas. Compounding the environmental issues, the coal plants need significant amounts of water to operate their boilers, leading coal plants (and later their fly ash storage basins) to be located near metropolitan areas and near rivers and lakes which are often used as drinking supplies by nearby cities. Many of those fly ash basins were unlined and also at great risk of spilling and flooding from nearby rivers and lakes. For example,Duke EnergyinNorth Carolinahas been involved in several major lawsuits related to its coal ash storage and spills into the leakage of ash into the water basin.[15][16][17]

The recycling of fly ash has become an increasing concern in recent years due to increasing landfill costs and current interest insustainable development.As of 2017,coal-fired power plants in the US reported producing 38.2 million short tons (34.7×10^6t) of fly ash, of which 24.1 million short tons (21.9×10^6t) were reused in various applications.[18]Environmental benefits to recycling fly ash includes reducing the demand for virgin materials that would needquarryingand cheap substitution for materials such asPortland cement.

Reuse

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About 52 percent of CCPs in the U.S. were recycled for "beneficial uses" in 2019, according to the American Coal Ash Association.[19]In Australia about 47% of coal ash was recycled in 2020.[20]The chief benefit of recycling is to stabilize the environmentally harmful components of the CCPs such as arsenic, beryllium, boron, cadmium, chromium, chromium VI, cobalt, lead, manganese, mercury, molybdenum, selenium, strontium, thallium, and vanadium, along withdioxinsandpolycyclic aromatic hydrocarbons.[21][22]

There is no US governmental registration or labelling of fly ash utilization in the different sectors of the economy – industry, infrastructures and agriculture. Fly ash utilization survey data, acknowledged as incomplete, are published annually by the American Coal Ash Association.[23]

Coal ash uses include (approximately in order of decreasing importance):

  • Concreteproduction, as a substitute material for Portland cement, sand.
  • Corrosion control inreinforced concrete(RC) structures[24]
  • Fly-ash pellets which can replace normal aggregate in concrete mixture.
  • Embankmentsand other structural fills (usually for road construction)
  • GroutandFlowable fillproduction
  • Waste stabilization and solidification
  • Cement clinkerproduction (as a substitute material for clay)
  • Mine reclamation
  • Stabilization ofsoft soils
  • Road subbaseconstruction
  • Asaggregatesubstitute material (e.g. for brick production)
  • Mineral filler inasphaltic concrete
  • Agricultural uses: soil amendment, fertilizer, cattle feeders, soil stabilization in stock feed yards, and agricultural stakes
  • Loose application on rivers to melt ice[25]
  • Loose application on roads and parking lots for ice control[26]

Other applications includecosmetics,toothpaste,kitchen counter tops,[27]floor and ceiling tiles,bowling balls,flotation devices,stucco,utensils, tool handles, picture frames, auto bodies andboat hulls,cellular concrete,geopolymers,roof tiles,roofing granules, decking,fireplace mantles,cinder block,PVC pipe,structural insulated panels,house siding and trim, running tracks, blasting grit, recycledplastic lumber,utility poles and crossarms,railway sleepers,highwaynoise barriers,marine pilings,doors, window frames, scaffolding, sign posts, crypts, columns, railroad ties, vinyl flooring, paving stones, shower stalls, garage doors, park benches, landscape timbers, planters, pallet blocks, molding, mail boxes,artificial reef,binding agent, paints and undercoatings,metal castings,and filler in wood and plastic products.[28][29]

Portland cement

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Owing to its pozzolanic properties, fly ash is used as a replacement forPortland cementinconcrete.[30]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.[31]Roman structures such asaqueductsor thePantheonin Rome used volcanic ash orpozzolana(which possesses similar properties to fly ash) aspozzolanin their concrete.[32]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 particularly suitable but not limited to Class C fly ashes. Class "F" fly ashes can have volatile effects on the entrained air content of concrete, causing reduced resistance to freeze/thaw damage. Fly ash often replaces up to 30% by mass of Portland cement, but can be used in higher dosages in certain applications. In some cases, fly ash can add to the concrete's final strength and increase its chemical resistance and durability.

Fly ash can significantly improve the workability of concrete. Recently, techniques have been developed to replace partial cement with high-volume fly ash (50% cement replacement). For roller-compacted concrete (RCC)[used in dam construction], replacement values of 70% have been achieved with processed fly ash at the Ghatghar dam project in Maharashtra, India. Due to the spherical shape of fly ash particles, it can increase workability of cement while reducing water demand.[33]Proponents of fly ash claim that replacing Portland cement with fly ash reduces thegreenhouse gas"footprint" of concrete, as the production of one ton of Portland cement generates approximately one ton ofCO2,compared to no CO2generated with fly ash. New fly ash production, i.e., the burning of coal, produces approximately 20 to 30 tons of CO2per ton of fly ash. Since the worldwide production of Portland cement is expected to reach nearly 2 billion tons by 2010, replacement of any large portion of this cement by fly ash could significantly reduce carbon emissions associated with construction, as long as the comparison takes the production of fly ash as a given.[citation needed]

Embankment

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Fly ash properties are unusual among engineering materials. Unlike soils typically used for embankment construction, fly ash has a large uniformity coefficient and it consists ofclay-sizedparticles. Engineering properties that affect the use of fly ash in embankments include grain size distribution,compaction characteristics,shear strength,compressibility,permeability,andfrost susceptibility.[33]Nearly all the types of fly ash used in embankments are Class F.

Soil stabilization

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Soil stabilization is the permanent physical and chemical alteration of soils to enhance their physical properties. Stabilization can increase the shear strength of a soil and/or control the shrink-swell properties of a soil, thus improving the load-bearing capacity of a sub-grade to support pavements and foundations. Stabilization can be used to treat a wide range of sub-grade materials from expansive clays to granular materials. Stabilization can be achieved with a variety of chemical additives including lime, fly ash, and Portland cement. Proper design and testing is an important component of any stabilization project. This allows for the establishment of design criteria, and determination of the proper chemical additive and admixture rate that achieves the desired engineering properties. Stabilization process benefits can include: Higher resistance (R) values, Reduction in plasticity, Lower permeability, Reduction of pavement thickness, Elimination of excavation – material hauling/handling – and base importation, Aids compaction, Provides "all-weather" access onto and within projects sites. Another form of soil treatment closely related to soil stabilization is soil modification, sometimes referred to as "mud drying" or soil conditioning. Although some stabilization inherently occurs in soil modification, the distinction is that soil modification is merely a means to reduce the moisture content of a soil to expedite construction, whereas stabilization can substantially increase the shear strength of a material such that it can be incorporated into the project's structural design. The determining factors associated with soil modification vs soil stabilization may be the existing moisture content, the end use of the soil structure and ultimately the cost benefit provided. Equipment for the stabilization and modification processes include: chemical additive spreaders, soil mixers (reclaimers), portable pneumatic storage containers, water trucks, deep lift compactors, motor graders.

Flowable fill

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Fly ash is also used as a component in the production offlowable fill(also called controlled low strength material, or CLSM), which is used as self-leveling, self-compact backfill material in lieu of compacted earth or granular fill. The strength of flowable fill mixes can range from 50 to 1,200lbf/in2(0.3 to 8.3MPa), 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.[33][34]

Asphalt concrete

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Asphalt concreteis a composite material consisting of an asphalt binder and mineral aggregate commonly used to surface roads. 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 asphalt pavement, the fly ash must meet mineral filler specifications outlined inASTM 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.[33][35]

Filler for thermoplastics

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Coal and shale oil fly ashes have been used as a filler forthermoplasticsthat could be used forinjection moldingapplications.[36]

Geopolymers

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More recently, fly ash has been used as a component ingeopolymers,where the reactivity of the fly ash glasses can be used to create a binder similar to a hydratedPortland cementin appearance, but with potentially superior properties, including reduced CO2emissions, depending on the formulation.[37]

Roller compacted concrete

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The upper reservoir ofAmeren'sTaum Sauk hydroelectric plantwas constructed of roller-compacted concrete that included fly ash from one of Ameren's coal plants.[38]

Another application of using fly ash is inroller compacted concretedams. Many dams in the US have been constructed 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 Reclamation. This has also been demonstrated in theGhatghar DamProject inIndia.

Bricks

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There are several techniques for manufacturing construction bricks from fly ash, producing a wide variety of products. One type of fly ash brick is manufactured by mixing fly ash with an equal amount of clay, then firing in a kiln at about1000 °C.This approach has the principal benefit of reducing the amount of clay required. Another type of fly ash brick is made by mixing soil, plaster of Paris, fly ash and water, and allowing the mixture to dry. Because no heat is required, this technique reduces air pollution. More modern manufacturing processes use a greater proportion of fly ash, and a high pressure manufacturing technique, which produces high strength bricks with environmental benefits.

In the United Kingdom, fly ash has been used for over fifty years to makeconcrete building blocks.They are widely used for the inner skin ofcavity walls.They are naturally more thermally insulating than blocks made with other aggregates.[39]

Ash bricks have been used in house construction inWindhoek, 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.[citation needed]

In India, fly ash bricks are used for construction. Leading manufacturers use an industrial standard known as "Pulverized fuel ash for lime-Pozzolana mixture" using over 75% post-industrial recycled waste, and a compression process. This produces a strong product with good insulation properties and environmental benefits.[40][41]

Metal matrix composites

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Fly ash particles have proved their potential as good reinforcement with aluminum alloys and show the improvement of physical and mechanical properties. In particular, the compression strength, tensile strength, and hardness increase when the percentage of fly ash content is increased, whereas the density decreases.[42]The presence of fly ashcenospheresin a pure Al matrix decreases itscoefficient of thermal expansion(CTE).[43]

Mineral extraction

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It may be possible to usevacuum distillationin order to extractgermaniumandtungstenfrom fly ash and recycle them.[44]

Waste treatment and stabilization

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Fly ash, in view of its alkalinity and water absorption capacity, may be used in combination with other alkaline materials to transformsewage sludgeinto organic fertilizer orbiofuel.[45][46]

Catalyst

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Fly ash, when treated withsodium hydroxide,appears to function well as acatalystfor convertingpolyethyleneinto substance similar tocrude oilin a high-temperature process calledpyrolysis[47]and utilized in waste water treatment.[48]

In addition, fly ash, mainly class C, may be used in the stabilization/solidification process of hazardous wastes and contaminated soils.[49]For example, the Rhenipal process uses fly ash as an admixture to stabilizesewage sludgeand other toxic sludges. This process has been used since 1996 to stabilize large amounts ofchromium(VI)contaminatedleather sludgesinAlcanena,Portugal.[50][51]

Environmental impacts

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Further information:Health and environmental impact of the coal industry

The majority of CCPs are landfilled, placed in mine shafts or stored inash pondsat coal-fired power plants.Groundwater pollutionfrom unlined ash ponds has been a continuing environmental problem in the United States.[52]Additionally some of these ponds have had structural failures, causing massive ash spills into rivers, such as the2014 Dan River coal ash spill.[53]Federal design standards for ash ponds were strengthened in 2015.[54][55]Following litigation challenges to various provisions of the 2015 regulations,[56]EPA issued two final rules in 2020, labeled as the "CCR Part A" and "CCR Part B" rules. The rules require some facilities to retrofit their impoundments with liners, while other facilities may propose alternative designs and request additional time to achieve compliance.[57][58]In March 2023 published a proposed rule that would strengthen wastewater limits for discharges to surface waters.[59]

Groundwater contamination

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Coal contains trace levels of trace elements (such asarsenic,barium,beryllium,boron,cadmium,chromium,thallium,selenium,molybdenumandmercury), many of which are highly toxic to humans and other life. Therefore, fly ash obtained after combustion of this coal contains enhanced concentrations of these elements and the potential of the ash to causegroundwater pollutionis significant.[60]In the US there are documented cases of groundwater pollution that followed ash disposal or utilization without the necessary protection having been put in place.

Examples

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Maryland
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Constellation Energydisposed fly ash generated by itsBrandon Shores Generating Stationat a former sand and gravel mine inGambrills, Maryland,during 1996 to 2007. The ash contaminated groundwater with heavy metals.[61]TheMaryland Department of the Environmentissued a fine of $1 million to Constellation. Nearby residents filed a lawsuit against Constellation and in 2008 the company settled the case for $54 million.[62][63]

North Carolina
[edit]

In 2014, residents living near the Buck Steam Station inDukeville, North Carolina,were told that "coal ash pits near their homes could be leaching dangerous materials into groundwater".[64][65]

Illinois
[edit]

Illinoishas many coal ash dumpsites with coal ash generated by coal-burning electric power plants. Of the state's 24 coal ash dumpsites with available data, 22 have released toxic pollutants includingarsenic,cobalt,andlithium,into groundwater, rivers and lakes. The hazardous toxic chemicals dumped into the water in Illinois by these coal ash dumpsites include more than 300,000 pounds of aluminum, 600 pounds of arsenic, nearly 300,000 pounds of boron, over 200 pounds of cadmium, over 15,000 pounds of manganese, roughly 1,500 pounds of selenium, roughly 500,000 pounds of nitrogen, and nearly 40 million pounds of sulfate, according to a report by theEnvironmental Integrity Project,Earthjustice,the Prairie Rivers Network, and theSierra Club.[66]

Tennessee

In 2008, theKingston Fossil PlantinRoane Countyspilled 1.1 billion gallons of coal ash into the Emory and Clinch Rivers and damaged nearby residential areas. It is the largest industrial spill in the U.S.[67]

Texas
[edit]

Groundwater surrounding every single one of the 16 coal-burning power plants in Texas has been polluted by coal ash, according to a study by theEnvironmental Integrity Project(EIP). Unsafe levels of arsenic, cobalt, lithium, and other contaminants were found in the groundwater near all the ash dump sites. At 12 of the 16 sites, the EIP analysis found levels of arsenic in the groundwater 10 times higher than the EPAMaximum Contaminant Level;arsenic has been found to cause several types of cancer. At 10 of the sites, lithium, which causes neurological disease, was found in the groundwater at concentrations more than 1,000 micrograms per liter, which is 25 times the maximum acceptable level. The report concludes that the fossil fuel industry in Texas has failed to comply with federal regulations on coal ash processing, and state regulators have failed to protect the groundwater.[68]

Ecology

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The effect of fly ash on the environment can vary based on thethermal power plantwhere it is produced, as well as the proportion of fly ash tobottom ashin the waste product.[69]This is due to the different chemical make-up of the coal based on the geology of the area the coal is found and the burning process of the coal in the power plant. When the coal is combusted, it creates analkalinedust. This alkaline dust can have a pH ranging from 8 to as high as 12.[70]Fly ash dust can be deposited ontopsoilincreasing the pH and affecting the plants and animals in the surrounding ecosystem. Trace elements, such as,iron,manganese,zinc,copper,lead,nickel,chromium,cobalt,arsenic,cadmium,andmercury,can be found at higher concentrations compared to bottom ash and the parent coal.[69]

Fly ash can leach toxic constituents that can be anywhere from one hundred to one thousand times greater than the federal standard fordrinking water.[71]Fly ash can contaminate surface water througherosion,surface runoff,airborne particleslanding on the water surface, contaminated ground water moving into surface waters,flooding drainage,or discharge from a coal ash pond.[71]Fish can be contaminated a couple of different ways. When the water is contaminated by fly ash, the fish can absorb the toxins through their gills.[71]The sediment in the water can also become contaminated. The contaminated sediment can contaminate the food sources for the fish, the fish can then become contaminated from consuming those food sources.[71]This can then lead to contamination of organisms that consume these fish, such as, birds, bear, and even humans.[71]Once exposed to fly ash contaminating the water, aquatic organisms have had increased levels ofcalcium,zinc,bromine,gold, cerium, chromium, selenium, cadmium, and mercury.[72]

Soils contaminated by fly ash showed an increase in bulk density and water capacity, but a decrease in hydraulic conductivity and cohesiveness.[72]The effect of fly ash on soils and microorganisms in the soils are influenced by the pH of the ash and trace metal concentrations in the ash.[72]Microbial communities in contaminated soil have shown reductions in respiration and nitrification.[72]These contaminated soils can be detrimental or beneficial to plant development.[72]Fly ash typically has beneficial outcomes when it corrects nutrient deficiencies in the soil.[72]Most detrimental effects were observed when boron phytotoxicity was observed.[72]Plants absorb elements elevated by the fly ash from the soil.[72]Arsenic,molybdenum,andseleniumwere the only elements found at potentially toxic levels for grazing animals.[72]Terrestrial organisms exposed to fly ash only showed increased levels of selenium.[72]

In the UK, fly ash lagoons from oldcoal-fired power stationshave beenmade intonature reserves such asNewport Wetlands,[73][74]providing habitat for rare birds and other wildlife.[75]

Spills of bulk storage

[edit]
Tennessee Valley AuthorityFly Ash containment failure on 23 December 2008inKingston, Tennessee

Where fly ash is stored in bulk, it is usually stored wet rather than dry to minimizefugitive dust.The resulting impoundments (ash ponds) are typically large and stable for long periods, but any breach of their dams orbundingis rapid and on a massive scale.

In December 2008, the collapse of an embankment at an impoundment for wet storage of fly ash at theTennessee Valley Authority'sKingston Fossil Plantcaused amajor releaseof 5.4 million cubic yards of coal fly ash, damaging three homes and flowing into theEmory River.[76]Cleanup costs may exceed $1.2 billion.[needs update]This spill was followed a few weeks later by a smaller TVA-plant spill inAlabama,which contaminated Widows Creek and theTennessee River.[77]

In 2014, 39,000 tons of ash and 27 million gallons (100,000 cubic meters) of contaminated waterspilled into the Dan RivernearEden, NCfrom a closed North Carolina coal-fired power plant that is owned by Duke Energy. It is currently the third worst coal ash spill ever to happen in the United States.[78][79][80]

TheU.S. Environmental Protection Agency(EPA) published aCoal Combustion Residuals(CCR) regulation in 2015. The agency continued to classify coal ash as non-hazardous (thereby avoiding strict permitting requirements underSubtitle Cof theResource Conservation and Recovery Act(RCRA), but with new restrictions:

  1. Existing ash ponds that are contaminating groundwater must stop receiving CCR, and close or retrofit with a liner.
  2. Existing ash ponds and landfills must comply with structural and location restrictions, where applicable, or close.
  3. A pond no longer receiving CCR is still subject to all regulations unless it isdewateredand covered by 2018.
  4. New ponds and landfills must include ageomembraneliner over a layer ofcompacted soil.[54]

The regulation was designed to prevent pond failures and protect groundwater. Enhanced inspection, record keeping and monitoring is required. Procedures for closure are also included and include capping, liners, and dewatering.[81]The CCR regulation has since been subject to litigation.

Contaminants

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Fly ash contains trace concentrations ofheavy metalsand other substances that are known to be detrimental to health in sufficient quantities. Potentially toxic trace elements in coal includearsenic,beryllium,cadmium,barium,chromium,copper,lead,mercury,molybdenum,nickel,radium,selenium,thorium,uranium,vanadium,andzinc.[82][83]Approximately 10% of the mass of coals burned in the United States consists of unburnable mineral material that becomes ash, so the concentration of most trace elements in coal ash is approximately 10 times the concentration in the original coal. A 1997 analysis by theUnited States Geological Survey(USGS) found that fly ash typically contained 10 to 30 ppm of uranium, comparable to the levels found in somegraniticrocks,phosphaterock, and blackshale.[84]

In 1980 theU.S. Congressdefined coal ash as a "special waste" that would not be regulated under the stringent hazardous waste permitting requirements of RCRA. In its amendments to RCRA, Congress directed EPA to study the special waste issue and make a determination as to whether stricter permit regulation was necessary.[85]In 2000, EPA stated that coal fly ash did not need to be regulated as a hazardous waste.[86][87]As a result, most power plants were not required to installgeomembranesor leachate collection systems in ash ponds.[88]

Studies by the USGS and others of radioactive elements in coal ash have concluded that fly ash compares with common soils or rocks and should not be the source of alarm.[84]However, community and environmental organizations have documented numerous environmental contamination and damage concerns.[89][90][91]

Exposure concerns

[edit]
See also:Health effects of coal ash

Crystalline silicaandlimealong with toxic chemicals represent exposure risks to human health and the environment. Fly ash contains crystalline silica which is known to cause lung disease, in particularsilicosis,if inhaled. Crystalline silica is listed by theIARCand US National Toxicology Program as a known humancarcinogen.[92]

Lime (CaO) reacts with water (H2O) to formcalcium 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.

Material Safety Data Sheets recommend a number of safety precautions be taken when handling or working with fly ash.[93]These include wearing protective goggles, respirators and disposable clothing and avoiding agitating the fly ash in order to minimize the amount which becomes airborne.

The National Academy of Sciences noted in 2007 that "the presence of high contaminant levels in many CCR (coal combustion residue)leachatesmay create human health and ecological concerns ".[3]

Regulation

[edit]

United States

[edit]

Following the 2008 Kingston Fossil Plant coal fly ash slurry spill, EPA began developing regulations that would apply to all ash ponds nationwide. EPA published the CCR rule in 2015.[54]Some of the provisions in the 2015 CCR regulation were challenged in litigation, and theUnited States Court of Appeals for the District of Columbia Circuitremanded certain portions of the regulation to EPA for further rulemaking.[56]

EPA published a proposed rule on August 14, 2019, that would use location-based criteria, rather than a numerical threshold (i.e. impoundment or landfill size) that would require an operator to demonstrate minimal environmental impact so that a site could remain in operation.[94]

In response to the court remand, EPA published its "CCR Part A" final rule on August 28, 2020, requiring all unlined ash ponds to retrofit with liners or close by April 11, 2021. Some facilities may apply to obtain additional time—up to 2028—to find alternatives for managing ash wastes before closing their surface impoundments.[95][96][97]EPA published its "CCR Part B" rule on November 12, 2020, which allows certain facilities to use an alternative liner, based on a demonstration that human health and the environment will not be affected.[58]Further litigation on the CCR regulation is pending as of 2021.[98]

In October 2020 EPA published a finaleffluent guidelinesrule that reverses some provisions of its 2015 regulation, which had tightened requirements on toxic metals in wastewater discharged from ash ponds and other power plant wastestreams.[99][100]The 2020 rule has also been challenged in litigation.[101]In March 2023 EPA published a proposed rule that would reverse some aspects of the 2020 rule and impose more stringent wastewater limitations for some facilities.[102]

India

[edit]

TheMinistry of Environment, Forest and Climate ChangeofIndiafirst published a gazette notification in 1999 specifying use of fly ash and mandating a target date for all thermal power plants to comply by ensuring 100% utilisation.[103]Subsequent amendments in 2003 and 2009 shifted the deadline for compliance to 2014. As reported by Central Electricity Authority, New Delhi, as of 2015, only 60% of fly ash produced was being utilised.[104]This has resulted in the latest notification in 2015 which has set December 31, 2017, as the revised deadline to achieve 100% utilisation. Out of the approximately 55.7% fly ash utilised, bulk of it (42.3%) goes into cement production whereas only about 0.74% is used as an additive in concrete (See Table 5 [29]). Researchers in India are actively addressing this challenge by working on fly ash as an admixture for concrete and activated pozzolanic cement such as geopolymer [34] to help achieve the target of 100% utilisation.[105]The biggest scope clearly lies in the area of increasing the quantity of fly ash being incorporated in concrete. India produced 280 Million Tonnes of Cement in 2016. With housing sector consuming 67% of the cement, there is a huge scope for incorporating fly ash in both the increasing share of PPC and low to moderate strength concrete. There is a misconception that the Indian codes IS 456:2000 for Concrete and Reinforced Concrete and IS 3812.1:2013 for Fly Ash restrict the use of Fly Ash to less than 35%. Similar misconceptions exists in countries like US[106]but evidence to the contrary is the use of HVFA in many large projects where design mixes have been used under strict quality control. It is suggested that in order to make the most of the research results presented in the paper, Ultra High Volume Fly ash Concrete (UHVFA) concrete is urgently developed for widespread use in India using local fly ash. Urgent steps are also required to promote alkali activated pozzolan or geopolymer cement based concretes.

In the geologic record

[edit]

Due to the ignition of coal deposits by theSiberian Trapsduring thePermian–Triassic extinction eventaround 252 million years ago, large amounts of char very similar to modern fly ash were released into the oceans, which is preserved in the geologic record in marine deposits located in the Canadian High Arctic. It has been hypothesised that the fly ash could have resulted in toxic environmental conditions.[107]

See also

[edit]

References

[edit]
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