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FLUE GAS DESULFURIZATION (FGD) GYPSUM PRODUCTION, PROCESSING AND DISPOSAL

FLUE GAS DESULFURIZATION (FGD) GYPSUM PRODUCTION, PROCESSING AND DISPOSAL. Presented By E. Cheri Miller Specialist, Fuel By-Products and Marketing Tennessee Valley Authority. WHAT ARE FGD SCRUBBERS?. FGD PRODUCTS. Many different products from the various FGD processes, primarily:

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FLUE GAS DESULFURIZATION (FGD) GYPSUM PRODUCTION, PROCESSING AND DISPOSAL

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  1. FLUE GAS DESULFURIZATION (FGD) GYPSUM PRODUCTION, PROCESSING AND DISPOSAL Presented By E. Cheri Miller Specialist, Fuel By-Products and Marketing Tennessee Valley Authority

  2. WHAT ARE FGD SCRUBBERS?

  3. FGD PRODUCTS • Many different products from the various FGD processes, primarily: • Lime/limestone force oxidized (LSFO) = Calcium sulfate dihydrate (gypsum) • Lime/limestone unoxidized = Calcium sulfite • Fluidized bed ash and dry scrubbers = mixtures of char/fly ash and spent bed material or sorbent containing CaO, CaSO4, CaSO3 and ash • Wet ammonia = ammonium sulfate

  4. FGD PRODUCTS (cont.) • Products of Lime/Limestone Forced Oxidation processes are most often sought for agricultural use • Readily dewater to 7-12% moisture even without mechanical dewatering equipment • Are easily reclaimed from ponds, stored, transported and spread using conventional equipment • Unoxidized Lime/Limestone FGD products are thixotropic sludges (consistency of toothpaste—may liquify when shaken) • Difficult to dewater • Require some sort of processing or admixture such as fly ash or lime to achieve moisture levels that can be handled • Cannot be easily stored, transported or spread with conventional agricultural equipment

  5. FGD Gypsum Management In “once-through” systems, bleed stream from the scrubber absorber tank is usually at 12-30% solids and low chloride levels. Filtrate from gypsum dewatering is not recycled In “closed loop” systems, absorber tank will concentrate chloride levels to very high levels (20,000 ppm or more) as filtrate from gypsum dewatering is recycled back into the scrubber cycle

  6. Limestone Forced Oxidation Process

  7. FGD Gypsum Management (cont.) Gypsum can be mechanically dewatered using vacuum filters, rotary drum filters or centrifuges Mechanical dewatering results in a gypsum cake product which can have moisture levels as low as 5% Mechanical dewatering also allows for control of particle size, chloride content and removal of impurities

  8. Vacuum Filter Belt

  9. FGD Gypsum Management (cont.) Gypsum can also be dewatered in ponds managed as “rim ditch stacks” The large size of FGD gypsum particles (average 45 microns) allows the material to readily dewater in ponds Gypsum ponds/stacks can dewater product to 7-12% moisture by natural gravity drainage and drying depending on temperature and rainfall

  10. Overview of LSFO Operation—Gypsum Pond with Fly Ash Silos in Foreground

  11. Rim Ditch Stacking

  12. Rim Ditch Stacking (cont.) FGD Gypsum which has been deposited in a pond or stack is easily reclaimed for marketing using either conventional earth moving equipment, or Can be reclaimed using a hydraulic dredge and re-slurried back through the mechanical dewatering system

  13. Hydraulic Dredging from Gypsum Stack

  14. Mining Gypsum from Rim Ditch Stack Using Earthmoving Equipment

  15. FGD Gypsum Handling Issues Dewatered gypsum is usually stored in a roofed storage shed to avoid accumulating additional moisture from precipitation and to provide wind screens to prevent dusting Reclaimed gypsum on ponds will form a crust which helps shed water and prevents dusting so long as it is undisturbed. If the crust is broken it can cause a dusting problem

  16. Loading Trucks with Gypsum Inside Covered Storage Shed

  17. FGD Gypsum Handling Issues Even at moisture contents as low as 5% loading does not usually cause a dust problem Covered conveyors help prevent dust problems at transfer points

  18. Gypsum Truck Dump-Covered Conveyor

  19. Loading Barge

  20. Aerial View of Barge Loadout

  21. Cost/Benefit—Marketing/Disposal • The O&M cost of FGD gypsum disposal in rim ditch ponds is very low— <$1/ton • Routine O&M consists of two pieces of equipment and one operator, less than 40 hr/week can easily handle >1 million tons/year because in reality you are moving less than 10-20% of the material in the perimeter dikes—the rest stacks itself in the center of the rim ditch stack • Non-routine O&M is also low • Placement of cover material and revegetation on side slopes • Raising spillways • Dust control • GW/Surface water monitoring

  22. Cost/Benefit—Marketing/Disposal (cont.) • Once a utility has paid to place material in a disposal facility, the cost of disposal is a sunk cost which cannot be recovered • In order to avoid disposal costs, material must be diverted before disposal—reclaiming material after disposal has no cost savings benefits • In addition, even if you divert material before disposal, you will not realize any cost savings unless you move enough material to be able to reduce manpower or equipment at the disposal facility • Why? Because the relationship between disposal cost and tons is not a straight-line relationship

  23. Avoided Cost of Disposal Actual Cost Break Points Average Cost Average with Fixed Cost Total Cost Fixed Cost Tons to Landfill

  24. Cost/Benefit—Marketing/Disposal (cont.) • Example: • Total annual O&M cost of facility = $500K • Total tons disposed = 500K/year • Nominal disposal cost = $1/ton/year • Sell 50,000 tons/year • No cost savings because your manpower and equipment costs have not been reduced • In fact, your cost/ton actually increases (e.g. $500K/450K tons = $1.11/ton)

  25. Cost/Benefit—Marketing/Disposal (cont.) • In order to divert FGD gypsum prior to disposal, the material must be mechanically dewatered • Cost of dewatering facility = $3-6 M capital • Costs about $3/ton to operate dewatering facility • It is doubtful that mechanical dewatering can be justified based solely on an agricultural market • At sites where FGD gypsum must be mechanically dewatered so that it can be hauled to a stacking area for disposal, the utility may avoid a significant disposal cost by developing agricultural markets • Cost of hauling to a stacking area for disposal will be very site specific dependent upon the distance hauled, site development costs and regulatory requirements. • “Rule-of-Thumb” for estimating trucking costs: $1/ton to load truck, $1/ton for first mile, $0.10/ton for each additional mile hauled.

  26. Potential Markets for FGD Gypsum North American Production – 2004 = 12 M tons Use - 2004 Wallboard = 8.1 M tons Cement = 0.74 M tons Agriculture = 0.13 M tons Other = 0.025 M tons

  27. Potential Markets for FGD Gypsum Future North American Production – 2015 = over 20 million tons Wallboard Five new wallboard plants have been announced which will run on FGD Gypsum Total usage in these plants will approach 3-5 M tons/yr accounting for 12 M tons/yr

  28. New Wallboard PlantsDesigned for Synthetic Gypsum 3 1 6 4 8 9 * 11 10 * 12 2 7 5 United States Gypsum Company - February 17, 2005

  29. Potential Markets for FGD Gypsum Cement Although several new cement kilns are planned for North America, use in cement (as a set retardant and grinding aid) will not significantly increase FGD Gypsum use

  30. Potential Markets for FGD Gypsum Agriculture Use of FGD Gypsum in agriculture is the market with the greatest potential for expanding gypsum use Application rates will average 1-5 tons/acre Concerns about heavy metals in FGD Gypsum may dampen acceptance in this market

  31. Conclusions • Total amount of FGD gypsum available for agricultural use will be ~ 7-8 million tons/year by 2015 • Not all FGD gypsum will be acceptable for agricultural use because of high chloride content and potential perception issues associated with heavy metals • Many FGD gypsum sources will not be located in areas where the cost/benefit of using FGD gypsum for soil amendment will justify the cost of transporting and handling the material • Agricultural use of FGD gypsum will probably be opportunistic, developing primarily in agricultural areas very close to sources of material, or at sites where the utility has disposal costs that are very high • At power plants where the FGD gypsum cannot be diverted prior to disposal and/or where significant quantities cannot be marketed, the utility will not be able to justify paying subsidies to market FGD gypsum • If FGD gypsum is to be accepted as a bona fide commodity, the cost of utilizing the material should be borne by the end user—payment of subsidies for use of byproduct materials is usually viewed with suspicion by regulators

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