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PRACTICAL CONSIDERATIONS IN ENSURING COST MINIMIZATION IN THE DESIGN AND OPERATION OF SULFATE REMOVAL SYSTEMS

By: Description: 7 pOnline resources: Summary: The removal of sulfate from injected seawater for waterflood and pressure maintenance operations has become widely accepted for reservoirs with sulfate scaling potential. The technology has been found to be exceptionally useful in deep water and subsea operations where scale control using scale inhibition squeeze treatments become prohibitively costly. Twenty five sulfate removal facilities are now operating or being built off the coast of West Africa, Brazil, and in the North Sea. Experience with these existing facilities has identified methods to minimize the size of the sulfate removal facility with accompanying weight and space savings which often exceed the capital cost of the sulfate removal system itself. Similar savings and trends have been identified by the availability and success of auxiliary pre-filtration equipment. Operational cost reduction and improved reliability have been achieved by selecting raw seawater intake locations and the re-design of sulfate removal membrane module, the key separation component in the sulfate removal system. The careful selection and evaluation of sulfate removal system components, including fine filtration and deaerators, have resulted in significant savings by extending membrane life up to twice the warranty period and by reducing operational costs of 25% than originally projected.
Item type: Congresos (trabajos presentados)

The removal of sulfate from injected seawater for waterflood and pressure maintenance operations has become widely accepted for reservoirs with sulfate scaling potential. The technology has been found to be exceptionally useful in deep water and subsea operations where scale control using scale inhibition squeeze treatments become prohibitively costly. Twenty five sulfate removal facilities are now operating or being built off the coast of West Africa, Brazil, and in the North Sea. Experience with these existing facilities has identified methods to minimize the size of the sulfate removal facility with accompanying weight and space savings which often exceed the capital cost of the sulfate removal system itself. Similar savings and trends have been identified by the availability and success of auxiliary pre-filtration equipment. Operational cost reduction and improved reliability have been achieved by selecting raw seawater intake locations and the re-design of sulfate removal membrane module, the key separation component in the sulfate removal system. The careful selection and evaluation of sulfate removal system components, including fine filtration and deaerators, have resulted in significant savings by extending membrane life up to twice the warranty period and by reducing operational costs of 25% than originally projected.



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