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Flue-gas desulfurization
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Flue-gas desulfurization (FGD) is a set of technologies used to remove sulfur dioxide (SO2) from exhaust flue gases of fossil-fuel power plants, and from the emissions of other sulfur oxide emitting processes such as waste incineration, petroleum refineries, cement and lime kilns.
Methods
[edit]Since stringent environmental regulations limiting SO2 emissions have been enacted in many countries, SO2 is being removed from flue gases by a variety of methods. Common methods used:
- Wet scrubbing using a slurry of alkaline sorbent, usually limestone or lime, or seawater to scrub gases;
- Spray-dry scrubbing using similar sorbent slurries;
- Wet sulfuric acid process recovering sulfur in the form of commercial quality sulfuric acid;
- SNOX Flue gas desulfurization removes sulfur dioxide, nitrogen oxides and particulates from flue gases;
- Dry sorbent injection systems that introduce powdered hydrated lime (or other sorbent material) into exhaust ducts to eliminate SO2 and SO3 from process emissions.[1]
For a typical coal-fired power station, flue-gas desulfurization (FGD) may remove 90 per cent or more of the SO2 in the flue gases.[2]
History
[edit]Methods of removing sulfur dioxide from boiler and furnace exhaust gases have been studied for over 150 years. Early ideas for flue gas desulfurization were established in England around 1850.
With the construction of large-scale power plants in England in the 1920s, the problems associated with large volumes of SO2 from a single site began to concern the public. The SO
2 emissions problem did not receive much attention until 1929, when the House of Lords upheld the claim of a landowner against the Barton Electricity Works of the Manchester Corporation for damages to his land resulting from SO2 emissions. Shortly thereafter, a press campaign was launched against the erection of power plants within the confines of London. This outcry led to the imposition of SO
2 controls on all such power plants.[3]
The first major FGD unit at a utility was installed in 1931 at Battersea Power Station, owned by London Power Company. In 1935, an FGD system similar to that installed at Battersea went into service at Swansea Power Station. The third major FGD system was installed in 1938 at Fulham Power Station. These three early large-scale FGD installations were suspended during World War II, because the characteristic white vapour plumes would have aided location finding by enemy aircraft.[4] The FGD plant at Battersea was recommissioned after the war and, together with FGD plant at the new Bankside B power station opposite the City of London, operated until the stations closed in 1983 and 1981 respectively.[5] Large-scale FGD units did not reappear at utilities until the 1970s, where most of the installations occurred in the United States and Japan.[3]
The Clean Air Act of 1970 (CAA) and it amendments have influenced implementation of FGD.[6] In 2017, the revised PTC 40 Standard was published. This revised standard (PTC 40-2017) covers Dry and Regenerable FGD systems and provides a more detailed Uncertainty Analysis section. This standard is currently in use today by companies around the world.
As of June 1973, there were 42 FGD units in operation, 36 in Japan and 6 in the United States, ranging in capacity from 5 MW to 250 MW.[7] As of around 1999 and 2000, FGD units were being used in 27 countries, and there were 678 FGD units operating at a total power plant capacity of about 229 gigawatts. About 45% of the FGD capacity was in the U.S., 24% in Germany, 11% in Japan, and 20% in various other countries. Approximately 79% of the units, representing about 199 gigawatts of capacity, were using lime or limestone wet scrubbing. About 18% (or 25 gigawatts) utilized spray-dry scrubbers or sorbent injection systems.[8][9][10]
FGD on ships
[edit]The International Maritime Organization (IMO) has adopted guidelines on the approval, installation and use of exhaust gas scrubbers (exhaust gas cleaning systems) on board ships to ensure compliance with the sulphur regulation of MARPOL Annex VI. [11]
The prevalent type on ships are open loop scrubbers which use seawater to spray exhaust gases and then discharge the resulting polluted washwater directly into the ocean. These systems have sparked significant environmental criticism due to their detrimental impact on marine ecosystems.[12][13][14]
Flag States must approve such systems and port States can (as part of their port state control) ensure that such systems are functioning correctly. If a scrubber system is not functioning properly (and the IMO procedures for such malfunctions are not adhered to), port States can sanction the ship. The United Nations Convention on the Law Of the Sea also bestows port States with a right to regulate (and even ban) the use of open loop scrubber systems within ports and internal waters.[15]
Sulfuric acid mist formation
[edit]Fossil fuels such as coal and oil can contain a significant amount of sulfur. When fossil fuels are burned, about 95 percent or more of the sulfur is generally converted to sulfur dioxide (SO2). Such conversion happens under normal conditions of temperature and of oxygen present in the flue gas. However, there are circumstances under which such reaction may not occur.
SO2 can further oxidize into sulfur trioxide (SO3) when excess oxygen is present and gas temperatures are sufficiently high. At about 800 °C, formation of SO3 is favored. Another way that SO3 can be formed is through catalysis by metals in the fuel. Such reaction is particularly true for heavy fuel oil, where a significant amount of vanadium is present. In whatever way SO3 is formed, it does not behave like SO2 in that it forms a liquid aerosol known as sulfuric acid (H2SO4) mist that is very difficult to remove. Generally, about 1% of the sulfur dioxide will be converted to SO3. Sulfuric acid mist is often the cause of the blue haze that often appears as the flue gas plume dissipates. Increasingly, this problem is being addressed by the use of wet electrostatic precipitators.
FGD chemistry
[edit]Principles
[edit]Most FGD systems employ two stages: one for fly ash removal and the other for SO2 removal. Attempts have been made to remove both the fly ash and SO2 in one scrubbing vessel. However, these systems experienced severe maintenance problems and low removal efficiency. In wet scrubbing systems, the flue gas normally passes first through a fly ash removal device, either an electrostatic precipitator or a baghouse, and then into the SO2-absorber. However, in dry injection or spray drying operations, the SO2 is first reacted with the lime, and then the flue gas passes through a particulate control device.
Another important design consideration associated with wet FGD systems is that the flue gas exiting the absorber is saturated with water and still contains some SO2. These gases are highly corrosive to any downstream equipment such as fans, ducts, and stacks. Two methods that may minimize corrosion are: (1) reheating the gases to above their dew point, or (2) using materials of construction and designs that allow equipment to withstand the corrosive conditions. Both alternatives are expensive. Engineers determine which method to use on a site-by-site basis.
Scrubbing with an alkali solid or solution
[edit]
SO2 is an acid gas, and, therefore, the typical sorbent slurries or other materials used to remove the SO2 from the flue gases are alkaline. The reaction taking place in wet scrubbing using a CaCO3 (limestone) slurry produces calcium sulfite (CaSO3) and may be expressed in the simplified dry form as:
- CaCO3 +SO2 → CaSO3 + CO2
Wet scrubbing can be conducted with a Ca(OH)2 (hydrated lime) and Mg(OH)2:
- M(OH)2 + SO2 → MSO3 + H2O (M = Ca, Mg)
To partially offset the cost of the FGD installation, some designs, particularly dry sorbent injection systems, further oxidize the CaSO3 (calcium sulfite) to produce marketable CaSO4·2H2O (gypsum) that can be of high enough quality to use in wallboard and other products. The process by which this synthetic gypsum is created is also known as forced oxidation:
- 2 CaSO3 + 2 H2O + O2 → 2 CaSO4·2H2O
A natural alkaline usable to absorb SO2 is seawater. The SO2 is absorbed in the water, and when oxygen is added reacts to form sulfate ions SO2−4 and free H+. The surplus of H+ is offset by the carbonates in seawater pushing the carbonate equilibrium to release CO2 gas:
- SO2 + H2O + O →H2SO4
- HCO−3 + H+ → H2O + CO2
In industry caustic soda (NaOH) is often used to scrub SO2, producing sodium sulfite:[16]
- 2 NaOH + SO2 → Na2SO3 +H2O
Types of wet scrubbers used in FGD
[edit]To promote maximum gas–liquid surface area and residence time, a number of wet scrubber designs have been used, including spray towers, venturis, plate towers, and mobile packed beds. Because of scale buildup, plugging, or erosion, which affect FGD dependability and absorber efficiency, the trend is to use simple scrubbers such as spray towers instead of more complicated ones. The configuration of the tower may be vertical or horizontal, and flue gas can flow concurrently, countercurrently, or crosscurrently with respect to the liquid. The chief drawback of spray towers is that they require a higher liquid-to-gas ratio requirement for equivalent SO2 removal than other absorber designs.
FGD scrubbers produce a scaling wastewater that requires treatment to meet U.S. federal discharge regulations.[17] However, technological advancements in ion-exchange membranes and electrodialysis systems has enabled high-efficiency treatment of FGD wastewater to meet EPA discharge limits.[18] The treatment approach is similar for other highly scaling industrial wastewaters.
Venturi-rod scrubbers
[edit]A venturi scrubber is a converging/diverging section of duct. The converging section accelerates the gas stream to high velocity. When the liquid stream is injected at the throat, which is the point of maximum velocity, the turbulence caused by the high gas velocity atomizes the liquid into small droplets, which creates the surface area necessary for mass transfer to take place. The higher the pressure drop in the venturi, the smaller the droplets and the higher the surface area. The penalty is in power consumption.
For simultaneous removal of SO2 and fly ash, venturi scrubbers can be used. In fact, many of the industrial sodium-based throwaway systems are venturi scrubbers originally designed to remove particulate matter. These units were slightly modified to inject a sodium-based scrubbing liquor. Although removal of both particles and SO2 in one vessel can be economic, the problems of high pressure drops and finding a scrubbing medium to remove heavy loadings of fly ash must be considered. However, in cases where the particle concentration is low, such as from oil-fired units, it can be more effective to remove particulate and SO2 simultaneously.
Packed bed scrubbers
[edit]A packed scrubber consists of a tower with packing material inside. This packing material can be in the shape of saddles, rings, or some highly specialized shapes designed to maximize the contact area between the dirty gas and liquid. Packed towers typically operate at much lower pressure drops than venturi scrubbers and are therefore cheaper to operate. They also typically offer higher SO2 removal efficiency. The drawback is that they have a greater tendency to plug up if particles are present in excess in the exhaust air stream.
Spray towers
[edit]A spray tower is the simplest type of scrubber. It consists of a tower with spray nozzles, which generate the droplets for surface contact. Spray towers are typically used when circulating a slurry (see below). The high speed of a venturi would cause erosion problems, while a packed tower would plug up if it tried to circulate a slurry.
Counter-current packed towers are infrequently used because they have a tendency to become plugged by collected particles or to scale when lime or limestone scrubbing slurries are used.
Scrubbing reagent
[edit]As explained above, alkaline sorbents are used for scrubbing flue gases to remove SO2. Depending on the application, the two most important are lime and sodium hydroxide (also known as caustic soda). Lime is typically used on large coal- or oil-fired boilers as found in power plants, as it is very much less expensive than caustic soda. The problem is that it results in a slurry being circulated through the scrubber instead of a solution. This makes it harder on the equipment. A spray tower is typically used for this application. The use of lime results in a slurry of calcium sulfite (CaSO3) that must be disposed of. Calcium sulfite can be oxidized to produce by-product gypsum (CaSO4·2H2O) which is marketable for use in the building products industry.
Caustic soda is limited to smaller combustion units because it is more expensive than lime, but it has the advantage that it forms a solution rather than a slurry. This makes it easier to operate. It produces a "spent caustic" solution of sodium sulfite/bisulfite (depending on the pH), or sodium sulfate that must be disposed of. This is not a problem in a kraft pulp mill for example, where this can be a source of makeup chemicals to the recovery cycle.
Scrubbing with sodium sulfite solution
[edit]It is possible to scrub sulfur dioxide by using a cold solution of sodium sulfite; this forms a sodium hydrogen sulfite solution. By heating this solution it is possible to reverse the reaction to form sulfur dioxide and the sodium sulfite solution. Since the sodium sulfite solution is not consumed, it is called a regenerative treatment. The application of this reaction is also known as the Wellman–Lord process.
In some ways this can be thought of as being similar to the reversible liquid–liquid extraction of an inert gas such as xenon or radon (or some other solute which does not undergo a chemical change during the extraction) from water to another phase. While a chemical change does occur during the extraction of the sulfur dioxide from the gas mixture, it is the case that the extraction equilibrium is shifted by changing the temperature rather than by the use of a chemical reagent.
Gas-phase oxidation followed by reaction with ammonia
[edit]A new, emerging flue gas desulfurization technology has been described by the IAEA.[19] It is a radiation technology where an intense beam of electrons is fired into the flue gas at the same time as ammonia is added to the gas. The Chendu power plant in China started up such a flue gas desulfurization unit on a 100 MW scale in 1998. The Pomorzany power plant in Poland also started up a similar sized unit in 2003 and that plant removes both sulfur and nitrogen oxides. Both plants are reported to be operating successfully.[20][21] However, the accelerator design principles and manufacturing quality need further improvement for continuous operation in industrial conditions.[22]
No radioactivity is required or created in the process. The electron beam is generated by a device similar to the electron gun in a TV set. This device is called an accelerator. This is an example of a radiation chemistry process[21] where the physical effects of radiation are used to process a substance.
The action of the electron beam is to promote the oxidation of sulfur dioxide to sulfur(VI) compounds. The ammonia reacts with the sulfur compounds thus formed to produce ammonium sulfate, which can be used as a nitrogenous fertilizer. In addition, it can be used to lower the nitrogen oxide content of the flue gas. This method has attained industrial plant scale.[20][23]
Facts and statistics
[edit]- The information in this section was obtained from a US EPA published fact sheet.[24]
Flue gas desulfurization scrubbers have been applied to combustion units firing coal and oil that range in size from 5 MW to 1,500 MW. Scottish Power are spending £400 million installing FGD at Longannet power station, which has a capacity of over 2,000 MW. Dry scrubbers and spray scrubbers have generally been applied to units smaller than 300 MW.
FGD has been fitted by RWE npower at Aberthaw Power Station in south Wales using the seawater process and works successfully on the 1,580 MW plant.
Approximately 85% of the flue gas desulfurization units installed in the US are wet scrubbers, 12% are spray dry systems, and 3% are dry injection systems.
The highest SO2 removal efficiencies (greater than 90%) are achieved by wet scrubbers and the lowest (less than 80%) by dry scrubbers. However, the newer designs for dry scrubbers are capable of achieving efficiencies in the order of 90%.
In spray drying and dry injection systems, the flue gas must first be cooled to about 10–20 °C above adiabatic saturation to avoid wet solids deposition on downstream equipment and plugging of baghouses.
The capital, operating and maintenance costs per short ton of SO2 removed (in 2001 US dollars) are:
- For wet scrubbers larger than 400 MW, the cost is $200 to $500 per ton
- For wet scrubbers smaller than 400 MW, the cost is $500 to $5,000 per ton
- For spray dry scrubbers larger than 200 MW, the cost is $150 to $300 per ton
- For spray dry scrubbers smaller than 200 MW, the cost is $500 to $4,000 per ton
Alternative methods of reducing sulfur dioxide emissions
[edit]An alternative to removing sulfur from the flue gases after burning is to remove the sulfur from the fuel before or during combustion. Hydrodesulfurization of fuel has been used for treating fuel oils before use. Fluidized bed combustion adds lime to the fuel during combustion. The lime reacts with the SO2 to form sulfates which become part of the ash.
This elemental sulfur is then separated and finally recovered at the end of the process for further usage in, for example, agricultural products. Safety is one of the greatest benefits of this method, as the whole process takes place at atmospheric pressure and ambient temperature. This method has been developed by Paqell, a joint venture between Shell Global Solutions and Paques.[25]
See also
[edit]References
[edit]- ^ "Dry Sorbent Injection Technology | Nox Control Systems".
- ^ Compositech Products Manufacturing Inc. "Flue Gas Desulfurization – FGD Wastewater Treatment | Compositech Filters Manufacturer". www.compositech-filters.com. Retrieved 30 March 2018.
- ^ a b Biondo, S.J.; Marten, J.C. (October 1977). "A History of Flue Gas Desulphurization Systems Since 1850". Journal of the Air Pollution Control Association. 27 (10): 948–61. doi:10.1080/00022470.1977.10470518.
- ^ Sheail, John (1991). Power in Trust: The environmental history of the Central Electricity Generating Board. Oxford: Clarendon Press. p. 52. ISBN 0-19-854673-4.
- ^ Murray, Stephen (2019). "The politics and economics of technology: Bankside power station and the environment, 1945-81". The London Journal. 44 (2): 113–32. doi:10.1080/03058034.2019.1583454. S2CID 159395306.
- ^ "Clean Air Interstate Rule". EPA. 2016.
- ^ Beychok, Milton R., Coping With SO2, Chemical Engineering/Deskbook Issue, 21 October 1974
- ^ Nolan, Paul S., Flue Gas Desulfurization Technologies for Coal-Fired Power Plants, The Babcock & Wilcox Company, U.S., presented by Michael X. Jiang at the Coal-Tech 2000 International Conference, November 2000, Jakarta, Indonesia
- ^ Rubin, Edward S.; Yeh, Sonia; Hounshell, David A.; Taylor, Margaret R. (2004). "Experience curves for power plant emission control technologies". International Journal of Energy Technology and Policy. 2 (1–2): 52–69. doi:10.1504/IJETP.2004.004587. S2CID 28265636. Archived from the original on 9 October 2014.
- ^ Beychok, Milton R., Comparative economics of advanced regenerable flue gas desulfurization processes, EPRI CS-1381, Electric Power Research Institute, March 1980
- ^ "Index of MEPC Resolutions and Guidelines related to MARPOL Annex VI". Archived from the original on 18 November 2015.
- ^ "Open-Loop Scrubbers Literature Review" (PDF). British ports.
- ^ Lunde Hermansson, Anna; Hassellöv, Ida-Maja; Grönholm, Tiia; Jalkanen, Jukka-Pekka; Fridell, Erik; Parsmo, Rasmus; Hassellöv, Jesper; Ytreberg, Erik (June 2024). "Strong economic incentives of ship scrubbers promoting pollution". Nature Sustainability. 7 (6): 812–822. doi:10.1038/s41893-024-01347-1. ISSN 2398-9629.
- ^ "Report: Scrubber Wash Damages Baltic as Shipowners Realize Profits with HFO". The Maritime Executive. Retrieved 22 July 2025.
- ^ Jesper Jarl Fanø (2019). Enforcing International Maritime Legislation on Air Pollution through UNCLOS. Hart Publishing.
- ^ Prasad, D.S.N.; et al. (April–June 2010). "Removal of Sulphur Dioxide from Flue Gases in Thermal Plants" (PDF). Rasayan J. Chem. 3 (2). Jaipur, India: 328–334. ISSN 0976-0083.
- ^ "Steam Electric Power Generating Effluent Guidelines – 2015 Final Rule". EPA. 30 November 2018.
- ^ "Lowering Cost and Waste in Flue Gas Desulfurization Wastewater Treatment". Power Mag. Electric Power. March 2017. Retrieved 6 April 2017.
- ^ IAEA Factsheet about pilot plant in Poland.
- ^ a b Haifeng, Wu. "Electron beam application in gas waste treatment in China" (PDF). Proceedings of the FNCA 2002 workshop on application of electron accelerator. Beijing, China: INET Tsinghua University.
- ^ a b Section of IAEA 2003 Annual Report Archived 21 February 2007 at the Wayback Machine
- ^ Chmielewski, Andrzej G. (2005). "Application of ionizing radiation to environment protection" (PDF). Nukleonika. 50 (Suppl. 3). Warsaw, Poland: Institute of Nuclear Chemistry and Technology: S17 – S24. ISSN 0029-5922.
- ^ Industrial Plant for Flue Gas Treatment with High Power Electron Accelerator by A.G. Chmielewski, Warsaw University of Technology, Poland.
- ^ "Air Pollution Control Technology Fact Sheet: Flue Gas Desulfurization" (PDF). Clean Air Technology Center. EPA. 2003. EPA 452/F-03-034. Archived from the original (PDF) on 2 May 2004.
- ^ "HIOPAQ Oil & Gas Process Description". Utrecht, The Netherlands: Paqell BV. Archived from the original on 24 January 2012. Retrieved 10 June 2019.
External links
[edit]- Schematic process flow of FGD plant
- 5000 MW FGD Plant (includes a detailed process flow diagram)
- Alstom presentation to UN-ECE on air pollution control (includes process flow diagram for dry, wet and seawater FGD)
- Flue Gas Treatment article including the removal of hydrogen chloride, sulfur trioxide, and other heavy metal particles such as mercury.
- Institute of Clean Air Companies – national trade association representing emissions control manufacturers
Flue-gas desulfurization
View on GrokipediaOverview
Definition and Core Objectives
Flue-gas desulfurization (FGD) encompasses a range of chemical and physical processes employed to extract sulfur dioxide (SO₂) and associated sulfur compounds from exhaust flue gases generated by combusting sulfur-bearing fossil fuels, such as coal and heavy fuel oil, in power plants and industrial facilities. These processes typically involve contacting the flue gas with an alkaline absorbent—most commonly limestone (calcium carbonate) or lime (calcium oxide)—to facilitate the absorption and conversion of SO₂ into stable byproducts like calcium sulfate dihydrate (gypsum), which can be marketable for uses in construction materials.[3] The technology addresses SO₂ arising from the oxidation of inherent sulfur content in fuels, which can range from 0.5% to 5% by weight in bituminous coals, thereby preventing its direct release into the atmosphere.[4] The core objective of FGD is to substantially curtail SO₂ emissions, achieving removal efficiencies often exceeding 90% in wet scrubbing systems, to mitigate the formation of acid rain—wherein SO₂ oxidizes to sulfuric acid (H₂SO₄) that acidifies precipitation and damages forests, soils, and aquatic ecosystems—and to diminish fine particulate matter (PM₂.₅) and photochemical smog precursors that exacerbate respiratory ailments and cardiovascular diseases in human populations.[1][5] By converting gaseous SO₂ into solid or liquid waste streams manageable through landfilling or reuse, FGD disrupts the causal chain from fuel sulfur to atmospheric deposition, with empirical data indicating U.S. SO₂ emissions from power plants declined by over 90% between 1990 and 2020 following widespread FGD deployment.[6] A secondary yet critical aim is regulatory compliance, as FGD systems enable facilities to adhere to emission limits established under frameworks like the U.S. Clean Air Act Amendments of 1990, which mandated progressive SO₂ caps for utilities, and analogous international standards such as the European Union's Large Combustion Plant Directive, thereby averting penalties and supporting grid reliability amid fossil fuel dependence.[6] These objectives prioritize empirical reduction of verifiable pollutants over ancillary benefits, with process designs optimized for high inlet SO₂ concentrations (typically 1,000–4,000 ppm in coal-fired units) to maximize cost-effectiveness per ton of SO₂ removed.[3]Role in Broader Emission Reduction Strategies
Flue-gas desulfurization (FGD) systems form a critical component of multi-pollutant emission control strategies aimed at mitigating the environmental and health impacts of fossil fuel combustion, particularly by targeting sulfur dioxide (SO₂), a primary precursor to acid rain and fine particulate matter formation. In the United States, widespread deployment of FGD under regulatory frameworks like the Clean Air Act Amendments contributed to a 95% reduction in power plant SO₂ emissions from 1995 to 2023, enabling compliance with national ambient air quality standards and demonstrating the technology's efficacy in large-scale deployment.[7] This reduction aligns with broader goals of decreasing atmospheric deposition of sulfuric acid, which has historically damaged ecosystems and infrastructure, as evidenced by pre-FGD era data showing SO₂ as a dominant factor in regional haze and visibility impairment.[7] For over two decades, FGD's large-scale application has been the primary driver of SO₂ emission declines in coal-fired facilities, often outperforming alternatives like low-sulfur fuel switching in high-sulfur coal regions.[8] FGD integrates synergistically with controls for nitrogen oxides (NOₓ) and particulate matter, enhancing overall strategy effectiveness by addressing interconnected pollutant pathways. Wet FGD systems, which dominate installations (approximately 85% in the U.S.), can capture 40-90% of incoming fly ash depending on upstream particulate collectors, thereby providing co-benefits for total suspended particulates while primarily achieving 90% or higher SO₂ removal efficiency.[1][9] In configurations with selective catalytic reduction (SCR) for NOₓ, FGD is typically positioned downstream to avoid interference from ammonia slip, forming a sequential "back-end" control train that holistically reduces smog-forming precursors and hazardous air pollutants.[10] Such integration supports regulatory programs like the Acid Rain Program, where SO₂ caps incentivized combined technology adoption, yielding measurable improvements in human respiratory health and crop yields without relying solely on fuel adjustments.[11] Despite these advantages, FGD's role underscores the need for holistic strategies, as it may marginally elevate certain secondary emissions like condensable particulates in some configurations, necessitating tailored optimizations.[12] Globally, FGD adoption in high-emission sectors like power and industry complements carbon capture initiatives by enabling cleaner flue gas streams, though economic analyses highlight its cost-effectiveness primarily for sulfur-rich fuels where end-of-pipe controls outperform pre-combustion alternatives.[13] Empirical data from peer-reviewed assessments confirm that FGD's targeted SO₂ abatement directly causal to downstream benefits, such as reduced sulfate aerosol formation, reinforcing its position as a foundational yet non-isolated element in sustainable emission frameworks.[2]Historical Development
Pre-Regulatory Innovations and Early Experiments
Early efforts to remove sulfur dioxide (SO₂) from flue gases date to the mid-19th century in England, where initial experiments focused on basic scrubbing techniques amid concerns over industrial emissions from smelters and furnaces.[14] These studies, spanning 1850 to 1950, explored water scrubbing, absorption using metal ion solutions such as lime or ammonia, and catalytic oxidation methods, though none achieved widespread commercial viability due to inefficiencies and high costs.[15] Practical large-scale applications emerged in the United Kingdom during the 1930s, with the first major installation of a flue gas desulfurization (FGD) unit at Battersea Power Station in London in 1931, employing alkaline scrubbing to treat exhaust from coal-fired boilers.[16] This system, owned by the London Power Company, marked an early attempt at utility-scale SO₂ control, followed by similar setups at Swansea Power Station in 1935 and Fulham Station, which utilized wet scrubbing with liquor recirculation to enhance efficiency but faced operational challenges like scaling and corrosion.[14] In the United States, pre-regulatory innovation lagged behind Europe, with initial FGD use traced to 1926 in limited industrial contexts, but systematic research intensified in the 1950s through pilot studies by the Tennessee Valley Authority (TVA).[17] TVA's experiments emphasized lime and limestone scrubbing on small-scale and pilot plant setups, testing SO₂ absorption rates and sorbent regeneration, though these efforts prioritized byproduct recovery over emission limits absent regulatory pressure.[17] By the mid-1960s, major plant demonstrations occurred, such as a 1965 installation, yet commercial adoption remained sparse, with only three operational scrubber units on U.S. power plants by 1971, reflecting economic disincentives and technical hurdles like reagent consumption and waste handling.[17] These early systems typically achieved modest SO₂ removals of 50-70%, constrained by gas-liquid contact inefficiencies and lack of optimized designs.[14] Overall, pre-regulatory work laid foundational chemical principles but was driven by localized pollution abatement rather than standardized mandates, limiting scalability until environmental legislation catalyzed broader advancements.[15]U.S. Regulatory Mandates and Widespread Adoption (1970s-1990s)
The Clean Air Act Amendments of 1970 directed the Environmental Protection Agency (EPA) to set national ambient air quality standards (NAAQS) for sulfur dioxide (SO₂), including a primary annual standard of 80 µg/m³ and a secondary 3-hour standard of 365 µg/m³, compelling states to develop implementation plans that initiated emission controls at coal-fired power plants and prompted early FGD demonstrations and installations in the early 1970s.[18][17] The 1977 amendments imposed New Source Performance Standards (NSPS) under Section 111, requiring new, modified, or reconstructed fossil fuel-fired steam generators with capacity over 250 million Btu/hour to limit SO₂ emissions to 1.2 lb per million Btu heat input for bituminous coal or equivalent removal efficiency, often necessitating FGD systems achieving 70-90% removal for higher-sulfur fuels, which drove installations on new utility capacity despite high costs and reliability concerns.[19][13] For existing plants, however, state-level enforcement under NAAQS frequently allowed compliance via fuel switching to low-sulfur western coals, limiting FGD retrofits to a minority of units and resulting in modest overall adoption through the 1980s, with operational systems numbering around 124 by 1984 controlling limited capacity relative to the total coal-fired fleet.[20] The 1990 Clean Air Act Amendments' Title IV established the Acid Rain Program, capping utility SO₂ emissions at 8.90 million tons annually by Phase II in 2000 (down from about 17 million tons in 1980), with phased reductions starting in 1995 for 263 high-emitting Phase I units and tradable allowances allocated to plants. This cap-and-trade mechanism, by internalizing emission costs and leveraging falling FGD capital expenses (from over $500/kW in the 1970s to under $200/kW by the 1990s), incentivized retrofitting scrubbers on high-sulfur coal units—where >90% removal efficiency enabled continued use of cheaper local fuels over pricier low-sulfur imports or allowance purchases—leading to widespread adoption with over 20 GW added in the 1990s, reducing power sector SO₂ emissions by approximately 50% by decade's end.[21][22][23]Global Implementation and Maritime Applications
In China, flue-gas desulfurization (FGD) systems achieved widespread adoption in coal-fired power plants following national mandates starting in 2005, with the installation rate rising from 14% in 2005 to 86% by the end of 2010 and reaching 95% of generating capacity by 2013.[24][25] This high penetration, exceeding 90% desulfurization rate across plants, has significantly curtailed SO₂ emissions despite continued coal reliance, though enforcement varies regionally.[26] In the United States and Europe, FGD implementation accelerated earlier due to regulatory frameworks like the U.S. Clean Air Act Amendments of 1990 and EU directives from the 1980s, resulting in near-universal coverage on large coal units by the 2000s, with wet scrubbing predominant in high-sulfur fuel contexts.[27] India's FGD rollout, mandated under 2015 environmental norms requiring installation by 2022 for most thermal plants to meet SO₂ limits, has lagged, with only about 11% of targeted units commissioned as of late 2024 and ongoing retrofits in 233 units totaling 102 GW capacity.[28][29] A July 2025 policy revision exempted approximately 78% of plants (Category C) from mandatory FGD, limiting requirements to urban-proximate facilities and case-by-case assessments for others, potentially saving costs but raising concerns over sustained SO₂ reductions given India's coal-dominated power sector.[30] Globally, FGD market expansion reflects these trends, with Asia-Pacific (led by China and India) dominating installations amid tightening standards, though overall unit numbers remain concentrated in coal-heavy economies, with suppliers like Mitsubishi Power reporting over 300 systems deployed worldwide.[31] In maritime applications, FGD equivalents—known as exhaust gas cleaning systems (EGCS) or scrubbers—gained traction post-IMO's 2020 global sulfur cap of 0.5% (0.1% in emission control areas), allowing continued use of high-sulfur heavy fuel oil if SOx is scrubbed to compliant levels.[32] Adoption surged from 243 fitted vessels in 2020 to over 7,400 by early 2025, predominantly open-loop systems (85% of early installations) that discharge washwater overboard after SO₂ absorption via alkaline media like seawater or caustic.[33][34] For container shipping, scrubber penetration reached 27.5% of the fleet by end-2023, driven by economic advantages over compliant low-sulfur fuels, though hybrid and closed-loop variants (14% and 1% respectively as of 2020) are increasing to address port-specific bans on acidic open-loop discharges, such as those in EU waters from 2027 onward.[35][36] These systems, while effective for SOx removal (up to 99% efficiency), have sparked debate over washwater pollution, with studies indicating lower overall environmental impact than alternatives in bulk shipping but prompting calls for IMO-wide restrictions.[37][38]Scientific Principles
Sulfur Dioxide Sources and Formation in Flue Gases
Sulfur dioxide (SO₂) in flue gases originates from the combustion of sulfur-containing fossil fuels, primarily coal and heavy fuel oil, in power plants, industrial boilers, and other stationary combustion sources. These fuels inherently include sulfur due to their geological formation, with coal sulfur content ranging from 0.4% to 4% by mass across types such as anthracite, bituminous, subbituminous, and lignite.[39] Heavy fuel oils used in shipping and industry can contain up to 3.5% sulfur prior to regulatory reductions.[40] The oxidation of this sulfur during combustion accounts for the vast majority of anthropogenic SO₂ emissions in flue gases, dwarfing contributions from non-combustion processes like metal smelting in this context.[41] Sulfur in coal manifests in organic forms bound within the coal matrix, inorganic pyritic form as FeS₂, and trace sulfates or elemental sulfur. Upon heating in the combustion zone, pyritic sulfur decomposes above approximately 400°C, releasing sulfur vapors that rapidly react with oxygen to form SO₂ via the primary heterogeneous and gas-phase oxidation pathway S + O₂ → SO₂. Organic sulfur, comprising up to 70% of total sulfur in some coals, devolatilizes into reduced species such as H₂S or COS, which then oxidize to SO₂ in the presence of excess air and radicals like OH• under flame temperatures exceeding 1400°C.[41][42] The conversion of fuel-bound sulfur to SO₂ is highly efficient, typically exceeding 95-99% in pulverized coal boilers, with the balance forming SO₃ through secondary oxidation of SO₂ catalyzed by vanadium oxides or iron in ash deposits. This process occurs predominantly in the high-temperature reducing zone of the furnace before post-flame oxidation in the convective passes, resulting in SO₂ concentrations in untreated flue gases correlating directly with fuel sulfur levels—often 1500-4000 ppm for coals with 2-4% sulfur. Factors such as combustion air stoichiometry, furnace design, and fuel particle size influence minor variations in SO₂ yield, but the fundamental causal pathway remains the direct thermal oxidation of sulfur.[43][42]Fundamental Chemical Reactions for Desulfurization
The primary mechanism of desulfurization in flue-gas desulfurization (FGD) systems entails the chemical absorption of sulfur dioxide (SO₂) into an alkaline medium, where it reacts to form water-soluble bisulfite ions or insoluble sulfite salts, often followed by oxidation to sulfates for stable byproduct formation.[44] This process exploits the acidity of SO₂, which readily dissolves in aqueous slurries or reacts with solid sorbents to neutralize it via acid-base reactions, preventing re-emission.[45] In wet limestone-based scrubbing, the dominant FGD method accounting for over 90% of installations globally, SO₂ first hydrates to sulfurous acid in the slurry:SO₂ + H₂O ⇌ H⁺ + HSO₃⁻ (or simplified as SO₂ + H₂O → H₂SO₃).
This reacts with dissolved calcium from limestone (CaCO₃):
CaCO₃ + H₂SO₃ → CaSO₃ + H₂O + CO₂,
yielding calcium sulfite hemihydrate (CaSO₃·½H₂O).[46] Forced oxidation with air then converts the sulfite to gypsum:
CaSO₃·½H₂O + ½O₂ + 1½H₂O → CaSO₄·2H₂O,
a marketable byproduct with purity exceeding 95% in optimized systems.[47] These reactions occur in countercurrent absorbers, with pH maintained at 5-6 to favor sulfite formation and minimize limestone consumption, typically 1.0-1.1 moles CaCO₃ per mole SO₂ absorbed.[48] Dry and semi-dry processes, such as spray-dry scrubbing, employ hydrated lime (Ca(OH)₂) injected as a fine powder or slurry that evaporates, reacting directly with SO₂:
Ca(OH)₂ + SO₂ → CaSO₃ + H₂O,
followed by partial oxidation to sulfate mixtures (CaSO₄) within the 50-70°C temperature range to avoid liquid phase formation.[49] Reagent utilization is lower (60-80%) compared to wet systems due to diffusion limitations in the solid-gas interface, but these methods produce dry waste amenable to landfill without dewatering.[44] Alternative reagents like ammonia enable regenerative cycles:
2NH₃ + SO₂ + ½O₂ + H₂O → (NH₄)₂SO₄,
forming ammonium sulfate fertilizer, though scaling and NOx interactions can reduce efficiency below 95%.[45] Seawater FGD leverages natural alkalinity:
SO₂ + HCO₃⁻ + OH⁻ → SO₃²⁻ + CO₂ + H₂O,
with downstream oxidation to sulfate discharged to sea, suitable for coastal plants with minimal reagent costs but requiring high flow rates.[44] Across methods, side reactions with fly ash or chlorine can form sulfates prematurely, influencing overall kinetics and byproduct quality.[50]
Thermodynamic and Kinetic Considerations
The thermodynamic driving force for SO2 removal in flue gas desulfurization arises from the spontaneous reactions between SO2 and calcium-based sorbents, yielding stable products like calcium sulfite (CaSO3) or gypsum (CaSO4·2H2O). In wet limestone scrubbing, the primary sequence involves SO2 dissolution in the slurry followed by reaction: CaCO3(s) + SO2(aq) + H2O(l) → CaSO3(s) + H2CO3(aq), with subsequent oxidation CaSO3 + 1/2 O2 → CaSO4. This process is exergonic, with equilibrium models demonstrating negative ΔG under operational pH (5-6) and temperature (40-60°C), as the low solubility of sulfite/sulfate precipitates shifts equilibrium toward removal per Le Chatelier's principle.[51] [52] Higher temperatures reduce SO2 solubility per Henry's law behavior but enhance reaction equilibria in some sorbent systems, though wet FGD optimizes below 60°C to balance absorption and oxidation.[53] Kinetically, SO2 desulfurization rates are limited by gas-liquid mass transfer, SO2 hydrolysis to bisulfite, and heterogeneous dissolution/reaction of limestone particles. In wet systems, absorption into slurry is enhanced by rapid liquid-phase neutralization (pseudo-instantaneous at pH >5), making limestone dissolution the rate-determining step, often modeled as a shrinking-core process with chemical reaction control and activation energies of 20-60 kJ/mol depending on sorbent.[54] [55] Experimental data from bubbling reactors show SO2 absorption rates increasing linearly with gas-phase SO2 concentration (up to 2000-3000 ppm) and slurry limestone loading (1-5 wt%), but plateauing at high solids due to particle agglomeration and reduced surface area.[56] [57] Operational factors like slurry pH, liquid-to-gas ratio (L/G ≈ 1-20 L/m³), and residence time (seconds to minutes in absorbers) directly influence kinetics, with forced air oxidation accelerating sulfite-to-gypsum conversion at rates >90% to prevent scaling.[58] In semi-dry or dry variants, kinetics shift toward surface diffusion control, with relative humidity (>50%) enhancing SO2 diffusion through product layers and overall rates by factors of 2-5 via hydrated Ca(OH)2 formation.[57] [59] Low SO2 partial pressures (<3000 ppm) yield zero-order kinetics in SO2 for Ca(OH)2 reactions, emphasizing sorbent availability over gas concentration.[60] Pilot-scale validations confirm these models predict >90% removal at optimized conditions, though scale-up accounts for hydrodynamics reducing effective rates by 10-20%.[54]Primary Technologies
Wet Scrubbing Systems
Wet scrubbing systems, commonly referred to as wet flue gas desulfurization (WFGD), employ a liquid absorbent to capture sulfur dioxide (SO₂) from flue gases through gas-liquid contact in absorption towers. These systems achieve high SO₂ removal efficiencies, typically ranging from 90% to 98%, with modern installations capable of exceeding 99% under optimal conditions.[44][1] The process involves introducing treated flue gas into the bottom of a vertical absorber vessel, where it rises countercurrently against a descending spray of alkaline slurry, facilitating SO₂ dissolution and chemical reaction.[44] The dominant wet scrubbing method utilizes a limestone slurry (calcium carbonate, CaCO₃, in water) as the absorbent, known as the limestone/gypsum process or wet limestone forced oxidation (WLFO). In this system, SO₂ first dissolves in the slurry to form sulfurous acid (H₂SO₃), which reacts with limestone to produce calcium sulfite hemihydrate (CaSO₃·½H₂O) and carbon dioxide. Air sparging then oxidizes the sulfite to gypsum (CaSO₄·2H₂O), a stable, marketable byproduct used in wallboard production.[61] This forced oxidation step, introduced in the 1980s, minimizes scaling and improves byproduct quality compared to earlier unoxidized processes.[1] Operational parameters critically influence performance; for instance, liquid-to-gas (L/G) ratios of 10-20 gallons per thousand actual cubic feet, pH levels around 5-6, and slurry densities of 10-15% solids optimize SO₂ absorption and reaction kinetics.[62] Real-world data from U.S. coal-fired power plants demonstrate consistent SO₂ reductions, with retrofitted wet FGD units on high-sulfur coal boilers achieving 95-98% removal, as verified by continuous emissions monitoring systems.[63][64] However, these systems require significant water usage—up to 0.1-0.5 gallons per kWh—and generate wastewater laden with heavy metals, chlorides, and suspended solids, necessitating treatment to comply with effluent regulations.[44] Advantages of wet scrubbing include its maturity, scalability to large utility boilers, and ability to handle varying SO₂ concentrations from diverse fuels like bituminous coal. Drawbacks encompass high capital costs (approximately $200-400 per kW installed), elevated energy demands for slurry pumping and induced draft fans (1-2% of plant output), and corrosion risks in the absorber due to acidic conditions, often mitigated by alloys like Hastelloy or duplex stainless steels.[1][65] Co-removal of other pollutants, such as particulate matter (via entrainment) and up to 50-90% SO₃, further enhances overall emission control, though mercury re-emission from the slurry can occur under certain pH and oxidation conditions.[66] In practice, wet systems dominate U.S. installations, comprising over 80% of FGD capacity as of 2010, due to their superior efficiency over dry alternatives for stringent regulatory limits.[63]Dry and Semi-Dry Scrubbing Systems
Dry scrubbing systems inject dry powdered sorbents, such as hydrated lime (Ca(OH)2), directly into the flue gas stream, typically in ducts or reactors at temperatures between 150°C and 180°C for duct injection or higher in furnace/economizer applications. The SO2 reacts with the alkaline sorbent to form dry solid reaction products, primarily calcium sulfite (CaSO3) and sulfate (CaSO4), which are captured downstream by particulate control devices like baghouses or electrostatic precipitators.[1] The primary chemical reactions involve neutralization: SO2 + Ca(OH)2 → CaSO3 + H2O, followed by oxidation to CaSO4 in the presence of oxygen.[44] Variants include circulating dry scrubbers (CDS), where sorbent circulates in a fluidized bed reactor with minimal water addition for temperature control, enhancing contact and reaction efficiency.[44] Semi-dry systems, such as spray dryer absorbers (SDA), employ an aqueous slurry of lime or limestone atomized into the hot flue gas (typically 120–160°C inlet, operating 10–15°C above adiabatic saturation to ensure evaporation). The water evaporates rapidly, drying the sorbent particles and reaction products into a powder collected by downstream filters, avoiding liquid waste.[1] The process relies on similar calcium-based chemistry as dry systems, with SO2 absorption enhanced by the temporary liquid phase before drying: SO2 + Ca(OH)2 → CaSO3 · ½H2O + ½H2O, often oxidizing to gypsum-like solids.[44] Slurry stoichiometry varies from 0.9:1 to 1.5:1 (lime to sulfur molar ratio), depending on coal sulfur content.[44] SO2 removal efficiencies for dry systems using calcium-based sorbents range from 50% to 60%, though sodium-based variants or optimized duct injection can reach 80%, and advanced designs exceed 90%.[1] Semi-dry SDA systems achieve 80–95% removal, with newer installations up to 98% under controlled conditions, while CDS variants often surpass 95%.[44] [1] These efficiencies depend on factors like sorbent reactivity, gas residence time (1–2 seconds typical), temperature, and SO2 inlet concentration, with performance declining for high-sulfur coals (>3 lb SO2/MMBtu) without enhancements.[44] Compared to wet scrubbing, dry and semi-dry systems offer lower capital and operating costs (due to simpler construction with carbon steel and reduced equipment), minimal water usage, no wastewater generation, and easier dry waste disposal (e.g., landfill or reuse in cement).[1] They are compact, corrosion-resistant, produce no visible stack plume, and suit retrofits on smaller units (<200 MW) or low-sulfur fuels.[44] [1] However, they require higher sorbent consumption due to incomplete utilization (lower reactivity in dry conditions), generate more solid waste volume, and face challenges like potential scaling or erosion in SDAs from incomplete drying, limiting applicability for stringent emissions limits demanding >95% removal.[44] Real-world data from U.S. plants show average SDA emissions at 0.14 lb SO2/MMBtu, outperforming older dry systems but trailing wet limestone FGD.[44]Specialized Variants (e.g., Seawater and Ammonia-Based)
Seawater flue-gas desulfurization (SWFGD) utilizes the natural alkalinity of seawater, primarily from bicarbonate and carbonate ions, to absorb sulfur dioxide (SO₂) from flue gases in a wet scrubbing process. Flue gas contacts seawater in an absorber tower, where SO₂ dissolves and reacts to form bisulfite and sulfite ions: SO₂ + H₂O → H₂SO₃, followed by H₂SO₃ + HCO₃⁻ → HSO₃⁻ + H₂O + CO₂. The spent seawater, with reduced pH, undergoes aeration to oxidize sulfite to sulfate and replenish alkalinity via CO₂ stripping, enabling discharge back to the sea with minimal net chemical addition.[67][68] SWFGD achieves SO₂ removal efficiencies of 90-95%, depending on gas flow rates, SO₂ concentration (typically effective up to 2,000 ppm), and seawater pH (optimal at 7.5-8.2).[69][70] It requires large seawater volumes—up to 10-15 times that of limestone-based systems due to lower absorption capacity—pumped from coastal sources, making it suitable for seaside power plants with existing cooling water infrastructure. Advantages include zero reagent costs, no solid waste generation (sulfate discharge integrates into marine cycles), and reduced operational complexity compared to lime/limestone systems. However, disadvantages encompass high pumping energy demands (2-5% of plant power), potential localized marine ecosystem impacts from acidic discharge plumes (pH drops to 5-6 temporarily, affecting plankton), and sensitivity to seawater temperature and salinity variations, which can lower efficiency in warmer or low-alkalinity waters.[67][71] Commercial installations include units at coal-fired plants in Spain and India, such as the 1,000 MW facility tested in 2003 achieving 92% SO₂ removal under full load, and broader adoption in coastal Europe and Asia by the 2010s for compliance with emission directives. In naval and offshore applications, compact SWFGD variants have demonstrated 85-90% efficiency in ship exhaust trials since 2018, though scaling remains challenged by space constraints.[72][73] Ammonia-based flue-gas desulfurization employs aqueous ammonia (NH₃) solutions in wet scrubbers to capture SO₂, forming ammonium bisulfite (NH₄HSO₃) via SO₂ + NH₃ + H₂O → NH₄⁺ + HSO₃⁻, often followed by oxidation to ammonium sulfate ((NH₄)₂SO₄) for marketable fertilizer byproduct. Unlike non-regenerative limestone systems, some ammonia processes allow partial regeneration by heating to release SO₂ for Claus recovery, though most operational variants prioritize high absorption rates over regeneration due to energy costs. The process operates at near-neutral pH (6-7), enabling >95% SO₂ removal at lower liquid-to-gas ratios than alkaline sorbents.[74][75] Key advantages are superior efficiency for high-sulfur fuels, elimination of gypsum waste (replaced by saleable ammonium sulfate yielding $50-100/ton revenue), and reduced scaling/corrosion compared to lime systems, with overall operating costs 10-20% lower in byproduct-valorized setups. Drawbacks include ammonia slip risks (emissions up to 10 ppm if not controlled, requiring selective catalytic reduction integration), higher upfront reagent volatility handling, and potential aerosol formation necessitating wet electrostatic precipitators. Capital costs range $200-300/kW, competitive with wet limestone but sensitive to ammonia price fluctuations (historically $300-500/ton).[74][75] Real-world applications include retrofits at U.S. coal plants since the 2010s, such as dual-alkali ammonia systems at Midwest facilities achieving 97% SO₂ removal by 2017, and emerging use in China for integrated NOx/SO₂ control. Limited adoption stems from ammonia supply logistics, but pilot data from 2018 evaluations confirm viability for plants seeking waste minimization over traditional sludge disposal.[74][76]Operational Applications
Deployment in Coal-Fired Power Plants
Flue-gas desulfurization (FGD) systems have been widely deployed in coal-fired power plants to comply with regulations limiting sulfur dioxide (SO₂) emissions, which contribute to acid rain and respiratory health issues. In the United States, deployment accelerated following the Clean Air Act Amendments of 1990, which introduced the Acid Rain Program with Phase I requirements in 1995 for high-sulfur coal units and Phase II expansion in 2000 to the entire fleet, mandating average SO₂ emission rates of 1.2 pounds per million Btu heat input.[77] By 2010, plants equipped with FGD generated 58% of U.S. coal-fired electricity while accounting for only 27% of SO₂ emissions.[63] As of 2024, over 86% of coal-fired electricity generation units (EGUs) have FGD installations, primarily wet limestone scrubbers achieving 90-98% SO₂ removal efficiency.[12] In China, the world's largest coal consumer, FGD deployment surged in response to national emission standards enacted in 2005 and tightened thereafter. The share of coal-fired plants with FGD rose from 14% in 2005 to 86% by 2010, with virtually all units retrofitted by 2013 alongside dust removal and denitrification systems.[24] [78] This rapid rollout covered over 800 gigawatts of capacity, though operational challenges, including bypasses during high demand, have occasionally elevated emissions.[79] Globally, FGD adoption reflects regulatory stringency and coal dependency. Europe pioneered large-scale use in the 1980s, with Germany requiring installations on new plants amid forest dieback concerns from acid rain..pdf) Japan and other OECD nations achieved near-universal coverage by the 1990s. In contrast, India mandated FGD for 40% of capacity by 2024 but relaxed enforcement in 2025 for non-urban plants, citing economic pressures, leaving installation rates below 10% as of mid-decade.[80] Wet systems dominate worldwide, representing over 80% of installations due to superior performance on high-sulfur coals, though dry variants see use in arid regions to minimize water consumption.[81] Overall, FGD has retrofitted units comprising more than 70% of global coal capacity in regulated markets, driven by empirical evidence of SO₂'s environmental impacts rather than unverified modeling.[13]Use in Industrial and Non-Power Sectors
Flue-gas desulfurization (FGD) systems are implemented in industrial sectors such as cement production, steel manufacturing, petroleum refining, and chemical processing to mitigate SO₂ emissions from combustion of sulfur-bearing fuels or raw materials. These applications address regulatory requirements, including EU Industrial Emissions Directive limits of under 200 mg/Nm³ for large combustion plants and varying U.S. standards under the Clean Air Act for non-utility sources. Wet scrubbing predominates in larger facilities for its high removal rates, while dry and semi-dry methods suit operations with high particulate loads or water constraints.[27][1] In the cement industry, FGD targets kiln gases where SO₂ forms from sulfates in raw materials like gypsum and fuel sulfur content, often exceeding 500-1000 mg/Nm³ untreated. Wet limestone-gypsum processes achieve over 95% SO₂ removal, producing gypsum byproduct for reuse, as demonstrated in European and Chinese installations retrofitted since the 2010s to comply with tightening emission thresholds. Dry FGD systems, using lime or sodium sorbents, are expanding rapidly, projected to grow at over 4% CAGR through 2034 due to simpler waste handling and suitability for fluctuating gas volumes in cement operations.[82][83][84] Steel production employs FGD on sinter plant and boiler flue gases, where SO₂ levels can reach 1000-2000 mg/Nm³ from coke oven gas or iron ore sulfides. Semi-dry scrubbers with circulating fluidized beds provide 85-95% efficiency, managing dust-laden streams effectively; innovative uses include steel slag as a low-cost sorbent, enhancing desulfurization rates in pilot tests up to 90%. In refineries, wet FGD integrates with FCC unit regenerators and heaters, removing SO₂ alongside other acid gases, with regenerative variants like Wellman-Lord recovering sulfur since the 1970s in select European sites. Chemical plants and waste incinerators adapt similar technologies, contributing to non-power sectors accounting for 10-20% of global FGD installations by 2024.[85][86][87][88]Implementation on Ships and Mobile Sources
Exhaust gas cleaning systems (EGCS), commonly known as SOx scrubbers, represent the primary implementation of flue-gas desulfurization on ships, enabling compliance with International Maritime Organization (IMO) regulations under MARPOL Annex VI. These rules impose a global sulfur content limit of 0.50% in marine fuels since January 1, 2020, down from 3.50%, with stricter 0.10% limits in emission control areas (ECAs) such as the Baltic Sea, North Sea, and North American coasts.-%25E2%2580%2593-Regulation-14.aspx) Scrubbers allow vessels to continue using high-sulfur heavy fuel oil (HSFO), which contains up to 3.50% sulfur, by removing over 99% of sulfur oxides (SOx) from exhaust gases, as verified by type-approval testing and in-service monitoring requirements.[89][90] Wet scrubbing dominates maritime applications, with open-loop systems using seawater as the absorbent due to its natural alkalinity from bicarbonate and carbonate ions, which neutralize SO2 into sulfite and sulfate. In these systems, exhaust from main propulsion and auxiliary engines passes through a venturi or packed tower where it contacts counterflowing seawater, achieving SO2 removal efficiencies of 95-99% under typical operating conditions of 10-20% oxygen and gas velocities up to 10 m/s.[73] Closed-loop variants employ freshwater with alkaline additives like sodium hydroxide or magnesium oxide to avoid discharge issues, recirculating the scrubbing liquor for onshore treatment, while hybrid systems switch modes for flexibility in restricted waters.[91] Retrofitting scrubbers on existing fleets—over 5,000 installations globally by 2023—typically involves integrating units downstream of turbochargers and boilers, with capital costs ranging from $1-5 million per vessel depending on size and engine power.[92] Operational challenges include managing acidic wash water discharge from open-loop systems, which can lower pH to 3-6 and release trace metals like polycyclic aromatic hydrocarbons (PAHs) and nitrates, prompting restrictions in over 50 ports and internal waters worldwide, such as bans on open-loop discharges in Chinese ports since 2020 and EU proposals for broader prohibitions by 2027.[36] Effectiveness data from vessel monitoring systems confirm sustained SOx reductions equivalent to or better than compliant low-sulfur fuels, with continuous emission monitoring required to log wash water pH above 6.5 and PAH levels below 50 μg/l.[90][89] For other mobile sources like locomotives and heavy-duty vehicles, flue-gas desulfurization technologies are rarely implemented due to space, weight, and complexity constraints; instead, sulfur control relies on ultra-low sulfur diesel (ULSD) fuels limited to 15 ppm since 2006 in the U.S. under EPA Tier 4 standards, combined with selective catalytic reduction for NOx but without post-combustion SOx scrubbing.[93] Limited experimental seawater or dry sorbent systems have been tested on marine auxiliary engines but not scaled to land-based mobile units.[67]Effectiveness and Limitations
Measured Removal Efficiencies and Real-World Data
Wet flue gas desulfurization (FGD) systems, particularly limestone-based variants, routinely achieve SO₂ removal efficiencies of 92% to 99% in coal-fired power plants, with newer designs capable of up to 99%.[44] Real-world performance data from U.S. facilities in 2019 indicate average post-FGD emission rates of 0.13 lb SO₂/MMBtu for wet limestone systems, reflecting high removal rates when accounting for inlet flue gas SO₂ concentrations typically ranging from 1 to 5 lb/MMBtu depending on coal sulfur content.[44] Dry and semi-dry FGD systems exhibit variable efficiencies based on configuration. Spray dry absorbers (SDA) commonly deliver 80% to 90% SO₂ removal, though optimized operations with low-sulfur coal can approach 95%.[1] Circulating dry scrubbers (CDS) perform comparably to wet systems, achieving 95% to 98% removal, with some installations reporting up to 98% under controlled conditions such as those at the Lansing Generating Station using Powder River Basin coal.[44] The following table summarizes typical measured SO₂ removal efficiencies across primary FGD types, derived from operational data and EPA assessments:| FGD System Type | Typical SO₂ Removal Efficiency | Notes on Real-World Application |
|---|---|---|
| Wet Limestone Scrubbing | 92–99% | Dominant in U.S. coal plants; top performers achieve emission rates of 0.04 lb/MMBtu.[44] |
| Spray Dry Absorber (SDA) | 80–95% | Suitable for lower-sulfur coals; averages 0.14 lb/MMBtu post-control.[44] |
| Circulating Dry Scrubber (CDS) | 95–98% | Emerging for retrofits; capable of meeting stringent limits like 0.03 lb/MMBtu.[44] |
Influencing Factors and Operational Challenges
The efficiency of flue-gas desulfurization (FGD) systems, particularly wet limestone scrubbing, is influenced by several key parameters, including the liquid-to-gas (L/G) ratio, which typically ranges from 40 to 100 gallons per 1,000 cubic feet per minute; higher ratios enhance SO2 removal by improving gas-liquid contact but increase operational costs and reagent use.[44] Slurry pH, maintained between 5.0 and 6.0, drives limestone dissolution and SO2 absorption, while solids concentration in the slurry is controlled at 10-15% to optimize reaction kinetics without excessive viscosity.[44] Inlet SO2 concentration inversely affects removal efficiency, as higher levels deplete sorbent alkalinity faster, and oxygen content promotes sulfite oxidation to sulfate, aiding gypsum formation but requiring forced aeration for consistent by-product quality.[44][94] Fuel characteristics, such as coal sulfur content and trace elements (e.g., selenium at medians 5 times sedimentary rock levels), alter flue gas composition and wastewater quality, impacting overall system performance and necessitating site-specific adjustments.[95] Limestone reagent purity exceeding 94% CaCO3 and fine particle size (90% through 325-mesh) further influence utilization rates, with impurities like iron or dolomite exacerbating scaling risks.[94] Operational challenges in wet FGD systems primarily stem from corrosion, induced by acidic slurries (pH 4.0-5.5) and abrasive solids, often requiring nickel alloys or fiberglass-reinforced plastic, which elevate capital costs by 10-20%.[44] Scaling from gypsum supersaturation above 15% or silica deposits plugs absorbers and piping, mitigated through elevated L/G ratios or organic additives like dibasic acid but increasing energy demands for pumping.[44][94] Reagent consumption varies with sorbent type—limestone at approximately $28-30 per ton versus lime at $75-125 per ton—and requires precise pH control to prevent underutilization or excess waste.[44] Wastewater management poses additional hurdles, with high chloride levels (up to 40,000 mg/L) accelerating corrosion and complicating trace element removal, such as selenium, where biological treatments falter above 25,000 mg/L chlorides or with nitrate interference.[95] Maintenance demands are elevated in spray tower designs due to nozzle wear and demister fouling, while fluctuating plant loads challenge consistent oxidation and solids retention times of 12-14 hours needed for efficient gypsum dewatering.[44] Poor gas distribution or uneven sorbent spraying can amplify these issues, reducing achievable SO2 removals below 90-99% targets.[44]Comparative Performance Across System Types
Wet scrubbing systems, particularly those using limestone or lime, typically achieve SO₂ removal efficiencies of 90-99%, with modern designs exceeding 95% for high-sulfur coals.[44] [96] In contrast, dry injection systems offer 70-90% efficiency, while circulating dry scrubbers (CDS) can reach 95-98% with optimized sorbent circulation.[44] Semi-dry spray dryer absorber (SDA) systems fall in the 85-95% range, balancing efficiency with reduced water needs.[44] [96]| System Type | SO₂ Removal Efficiency | Water Consumption | Energy Use (Relative) | Byproduct Characteristics | Capital Cost (Relative, per kW) |
|---|---|---|---|---|---|
| Wet Limestone | 90-99% | High (wastewater generated) | High | Marketable gypsum (CaSO₄) | High ($191-316) [96][44] |
| Dry (Injection/CDS) | 70-98% | Low/none | Low | Dry waste (landfilled) | Low ($29-77 for injection) [44][96] |
| Semi-Dry (SDA) | 85-95% | Low-moderate | 30-50% less than wet | Dry/semi-dry powder (disposal) | Medium ($125-216) [44][96] |
| Seawater-Based | >90% | High (seawater used, brine discharge) | Moderate | Neutralized seawater (marine impact) | Low ($84/kW equivalent) [70][96] |
| Ammonia-Based | >95% | Moderate (reduced waste) | Moderate | Marketable ammonium sulfate | Medium (comparable to wet) [74][96] |
Economic Analysis
Capital and Operational Cost Breakdowns
Capital costs for flue-gas desulfurization (FGD) systems, particularly wet limestone variants predominant in coal-fired power plants, vary based on plant size, retrofit versus new construction, coal sulfur content, and site-specific factors like elevation and wastewater treatment requirements. For a 500 MW unit targeting 98% SO₂ removal efficiency with bituminous coal, total project capital costs approximate $832 per kW, encompassing equipment, installation, engineering, contingency, and allowance for funds used during construction (AFUDC). Smaller units under 100 MW may exceed $1,330 per kW due to diseconomies of scale. Retrofit installations typically incur 20-50% higher costs than greenfield due to structural modifications and downtime.[97] Key capital cost components include the absorber island (approximately 26% of base costs), balance-of-plant items like pumps and piping (48%), reagent preparation systems (13%), waste handling (8%), and wastewater treatment (6%). Engineering, procurement, and construction indirects add about 30% to direct costs, with owner's costs and AFUDC contributing another 15-20%. Costs have escalated roughly 48% since 2016, driven by labor, materials, and inflation indices like the Chemical Engineering Plant Cost Index (CEPCI).[97]| Cost Component | Approximate Share of Base Costs | Example for 500 MW Unit ($ millions) |
|---|---|---|
| Absorber Island | 26% | 72.2 |
| Reagent Preparation | 13% | 34.9 |
| Waste Handling | 8% | 21.5 |
| Balance of Plant | 48% | 132.6 |
| Wastewater Treatment | 6% | 15.7 |
Cost-Benefit Evaluations and Variability
Cost-benefit evaluations of flue-gas desulfurization (FGD) systems assess capital expenditures, operational costs against quantified benefits from sulfur dioxide (SO₂) reductions, such as avoided premature deaths, respiratory illnesses, and acid rain damages. In the United States, wet limestone FGD systems for a 500 MW coal-fired unit exhibit total project costs around $832/kW, encompassing absorber modules, engineering procurement, and financing, with fixed O&M at $11.49/kW-year and variable O&M at $3.30/MWh, driven by reagents like limestone ($/ton varying by region) and wastewater treatment.[97] These costs have risen approximately 48% since 2016 due to inflation in materials and labor. Benefits accrue primarily from health impacts; retrofitting FGD at India's 72 coal plants (as of 2009 data) would avert 7,910 premature deaths and 202,000 disability-adjusted life years at a cost of $147,000 per statistical life saved, often yielding positive net present values when discounted at 3-10%.[70] In broader U.S. Clean Air Act analyses, FGD contributions represent about 2.1% of total monetized benefits through 2020, emphasizing SO₂-linked mortality reductions.[99] Variability in cost-benefit outcomes stems from plant-specific parameters, including unit capacity (smaller units <100 MW face costs up to $1,330/kW due to diseconomies of scale), fuel sulfur content (higher SO₂ loads increase reagent needs and absorber sizing), and removal efficiency targets (e.g., 98% vs. 90%, amplifying capital by 20-30%).[97] Retrofit installations incur 20-50% higher costs than greenfield builds owing to structural modifications and downtime, while dry systems may reduce water use but elevate energy penalties in high-sulfur coals.[13] Site factors like elevation, labor rates, and waste disposal logistics further diverge estimates by factors of 2-3; for instance, bituminous coal plants require more robust designs than subbituminous, inflating O&M by 10-15%.[100] Regulatory stringency influences benefits: stringent caps (e.g., U.S. CAIR/CSAPR) enhance compliance value, but in regions with lax enforcement, unmonetized ecosystem damages (e.g., crop yields) tip balances. Empirical data show net benefits positive in high-emission baselines but marginal or negative for low-sulfur fuels without subsidies, underscoring causal dependence on baseline pollution levels.[70]| Factor | Impact on Costs | Impact on Benefits |
|---|---|---|
| Plant Size | Larger units lower $/kW (e.g., $400/kW at 1,000 MW vs. $1,000+/kW at 100 MW) | Scales with emission baseline; bigger plants yield higher absolute SO₂ cuts |
| FGD Type (Wet vs. Dry) | Wet: higher capex/O&M from water/reagents; Dry: lower but less efficient for high SO₂ | Wet achieves 95%+ removal, maximizing health monetization |
| Retrofit vs. New | Retrofit +20-50% capex from integration challenges | Similar benefits, but delayed deployment reduces NPV |
| Fuel Sulfur | High sulfur raises reagent/waste costs 15-25% | Amplifies SO₂ reduction value in health models |
