All Days 2008
DOI: 10.4043/19309-ms
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A General Method for Subsurface CO2 Storage Capacity Calculations

Abstract: It is neither straightforward nor simple to estimate the capacity of a geological formation to store CO 2 . In a recent attempt to list the various estimates of CO 2 storage capacity for the world and regions of the world (Bradshaw et al., 2006), the estimates are often merely given as "very large", with ranges in the order of 100s to 10,000s Gt CO 2 . It is clear that there is a general lack of definitions, rules and general procedures for calculating storage potentials.Having conducted studies in the past, T… Show more

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Cited by 19 publications
(10 citation statements)
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“…It has been argued that maximum allowed bottom hole injection pressure (BHIP), system compressibility and the emplacement and density of CO 2 injection wells impose limitations on CO 2 storage capacity (e.g., [10,11]) and that the actual, dynamic storage capacity has an efficiency coefficient E of no more than 1%. Recent work [12] has shown that CO 2 storage capacity in open systems, like the aquifers assessed in this study, has a time dependency and that indeed on an engineering time scale (i.e., the life time of a CO 2 storage project), the storage efficiency coefficient E is lower, and increases asymptotically in time as more projects and injection wells come on stream to efficiently utilize the entire CO 2 storage resource.…”
Section: Methodology and Resultsmentioning
confidence: 99%
“…It has been argued that maximum allowed bottom hole injection pressure (BHIP), system compressibility and the emplacement and density of CO 2 injection wells impose limitations on CO 2 storage capacity (e.g., [10,11]) and that the actual, dynamic storage capacity has an efficiency coefficient E of no more than 1%. Recent work [12] has shown that CO 2 storage capacity in open systems, like the aquifers assessed in this study, has a time dependency and that indeed on an engineering time scale (i.e., the life time of a CO 2 storage project), the storage efficiency coefficient E is lower, and increases asymptotically in time as more projects and injection wells come on stream to efficiently utilize the entire CO 2 storage resource.…”
Section: Methodology and Resultsmentioning
confidence: 99%
“…From a statistical point of view, CSLF [2,7], USDOE [3][4][5] and USGS [9,21] approaches can be considered equivalent [33], with E ranging from 1.5 to 3.6 % in open systems [26]. Similarly, closed and open system approaches cannot be statistically distinguished, although in some cases, conflicting results due to the differences in the assumptions and lacking of data are obtained.…”
Section: Comparison Of Saline Aquifers Methodologiesmentioning
confidence: 99%
“…In open systems, native fluid can be laterally or vertically displaced away from the injection area making pore space available for CO 2 [2,3,10,[17][18][19][20][21][22]. In closed or semi-closed systems, the movement of fluids is restricted within the formation impermeable boundaries [8,[23][24][25] and CO 2 capacity is mainly due to the compressibility of brine and hosting rocks [8,23,26], thereby leading to an increase in the system pressure. The major parts of storage capacity algorithms include the storage efficiency factor (E), i.e.…”
Section: Introductionmentioning
confidence: 99%
“…On the contrary, the parameters in a dynamic model are time dependent. The most commonly used static methods are the volumetric method (Chadwick et al, 2006;DOE, 2006;Holloway, 1996), and the compressibility method (van der Meer and Egberts, 2008;Zhou et al, 2008). Examples of dynamic methods are decline curve analysis (Frailey, 2009), material balance (Mathias et al, 2009a;Zhou et al, 2008), and reservoir simulation.…”
Section: Introductionmentioning
confidence: 99%