Term Paper on "Phosphogypsum Stack Reclamation"
Term Paper 18 pages (4983 words) Sources: 1+
[EXCERPT] . . . .
Phosphogypsum Stack ReclamationData-gathering Method
Database of the Study
An Analysis of Phosphogypsum Stack Reclamation
The types of contaminants that emanate from anthropogenic sources are extremely varied and range from simple inorganic ions such as the nitrate from septic tanks, feedlot wastes, and the use of fertilizer, chloride from highway deicing salts, saltwater intrusion, and certain industrial processes, heavy metal ions from many different industrial processes such as plating works, to complex synthetic organic compounds resulting from industrial and manufacturing processes and from the use of pesticides and household cleaning fluids, e.g., trichloroethylene. Some compounds of low solubility may yield solutions that are toxic or offensive. The chemical composition of wastes deposited in landfills or surface impoundments is frequently known; nevertheless, when the constituents of such wastes interact, new compounds may be created. A number of industrial waste-disposal practices now include the stabilization of wastes, thereby making them less active chemically; however, it is still possible that leachate production may transform some of the constituents (Patrick, Patrick & Pye, 1987). One such industrial waste is phosphogypsum, which is primarily composed of calcium sulfate and is a by-product of the reaction between sulfuric acid and phosphate rock in the manufacture of phosphoric acid (How Does Phosphogypsum Storage Affect Groundwaters?, 2002).
Problem Statement major focus is on phosphogypsum because the issue is of high priority from both technical and environmental standpoints. While on
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Purpose of Study
In the United States, federal standards for new, existing or expanding municipal solid waste landfills (40 CFR Part 258) are generally followed by the states including technical design requirements for membrane liners with compacted soil or clay and/or double liners, leachate collection systems, leak detection and groundwater monitoring systems, final cap and cover provisions (Smith, 1998). Similarly, Canada has in place regulations that address phosphogypsum stack management, but there has been no firm consensus developed as to the most appropriate methods to be used depending on the unique factors associated with every phosphogypsum stack. The purpose of this study is therefore to identify the extent to which such reclamation techniques are effective in preventing contamination of groundwater sources, including liner applications and other stack closure techniques in use throughout the states and around the world, to arrive at recommendations for a best practices model to be followed in phosphogypsum stack reclamation efforts.
Importance of Study
The wet process manufacture of phosphoric acid practiced in the U.S. And a number of other regions of the world requires an enormous volume of water, which is commonly referred to as process water. Process water is used as a water source for the phosphoric acid, for gas scrubbing, to slurry the phosphogypsum produced and transport it to storage, to operate barometric condensers, and for a wide variety of other uses in the chemical complex. A major portion of the heat released in the process ends up in the process water and is lost to the atmosphere by evaporative cooling in ponds.
Process water is stored both in ponds maintained on top of the phosphogypsum stack and in a below ground level pond (cooling pond). These ponds provide the large surface area needed for evaporation and cooling of the water. When the average yearly rainfall and the evaporation rate are approximately equal, it is possible by strict control of the water inputs to the ponds to operate the chemical complex with a negative water balance; however, during years when rainfall is significantly above average due to multiple tropical storms, El Nino weather effects, etc. It may become necessary to treat the surplus water and release it to the surface waters in order to avoid an uncontrolled discharge of the untreated process water.
Furthermore, if one of the operating plants is shut down and it is necessary to close the phosphogypsum stack and pond water system, the water in inventory must be treated before it can be discharged. The volume of water that would need to be treated nay be as much as 2 to 3 billion gallons. The process water has a low pH of about 1 to 2 and contains a dilute mixture of phosphoric, sulfuric, and fluosilicic acids. It is saturated with calcium sulfate and contains numerous other ions found in the phosphate rock used as a raw material as well as ammonia from the solid fertilizer manufacturing process (Bencherifa & Swearingen, 1996). The current treatment practice is to lime to a pH of approximately 4.5, remove the solids formed, lime the water to a pH of approximately 11, remove the solids formed, air strip the water to remove ammonia, and add acid to reduce the pH to approximately 6.5 and any treatment procedure proposed should eliminate the dissolved solids problem (Bencherifa & Swearingen, 1996).
Over the years regulations on how phosphogypsum is stacked have strengthened to protect groundwater seepage. There are also strict standards companies must meet before they can release any of the process water into the environment, but human error and natural occurrences such as heavy rains can cause the acidic water to spill. Even if there is never another spill, however, there remains a desperate need to timely process the billions of gallons of water that are stored in and around a phosphogypsum stack during rainy periods as well as when the stack is eventually closed. In addition, a number of harbors and other marine habitats around the world have experienced serious deterioration as a result of phosphogypsum discharges that are laden with heavy metals (Cd, Zn, Cu, Pb, and others). According to Bencherifa and Swearingen (1996), this type of pollution originates primarily from port activities, particularly those related to unloading and loading in the main harbors, many of which lack adequate devices to handle accidental pollution.
Scope of Study
While the study examines phosphogypsum stack management as it is practiced around the world, the focus will be on facilities in North America in general and Canada in particular.
Rationale of Study
Most authorities agree that "toxic waste disposal" is a misnomer; a better phrase would be "toxic waste storage" since these materials have a lengthy half-life and must be regarded as potentially hazardous for many years, in some cases for centuries or more. To the extent that a best practices approach to Definition of Terms
All terms used in this study follow the definitions provided by the State of Florida for phosphogypsum stack management.
Aquifer. This term means a geologic formation, group of formations, or part of a formation capable of yielding a significant amount of groundwater to wells, springs or surface water.
Closing. This term refers to the time at which a phosphogypsum stack system ceases to accept wastes, and includes those actions taken by the owner or operator of the facility to prepare the system for any necessary monitoring and maintenance after closing.
Closure. This term refers to the cessation of operation of a phosphogypsum stack system and the act of securing such a system so that it will pose no significant threat to human health or the environment. This term also includes closing, long-term monitoring, maintenance and financial responsibility.
Disposal. This term refers to the discharge, deposit, injection, dumping, spilling, leaking, or placing of any solid waste into or upon any land or water so that such solid waste or any constituent thereof may enter other lands or be emitted into the air or discharged into any waters, including groundwaters, or otherwise enter the environment.
Facility. This term refers to all contiguous land and structures, other appurtenances and improvements on the phosphate fertilizer manufacturing complex.
Final cover. This term refers to materials used to cover the top and sides of a phosphogypsum stack upon closure.
Geomembrane. This term refers to a low-permeability synthetic membrane used as an integral part of a system designed to limit the movement of liquid or gas in the system.
Lateral expansion. This term refers to the expansion, horizontally, of phosphogypsum or process wastewater storage capacity beyond the permitted capacity and design dimensions of the phosphogypsum stack, or cooling ponds, surge ponds, and perimeter drainage conveyances at an existing facility. For the purposes of… READ MORE
Quoted Instructions for "Phosphogypsum Stack Reclamation" Assignment:
Hi I will email you 2 files the file reportlayout.doc Provides details on the layout and format etc. and the second file also in word format is an example of a report written for the university please follow the layout as close as possible. The course I am taking is on Environmental Engineering and there should be lots of available information on Phosphogypsum stack reclamation. (Phosphogypsum is a waste product from making phosphate fertilizer). If you need anything else please email me at mmurphy@northcom.org or yo can call me at 780-998-6827 or 780-499-0057. Thanks.
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“Phosphogypsum Stack Reclamation.” A1-TermPaper.com, 2005, https://www.a1-termpaper.com/topics/essay/phosphogypsum-stack-reclamation-data-gathering/62384. Accessed 28 Sep 2024.
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