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Velocity-porosity Relationships, 1: Accurate Velocity Model for Clean Consolidated Sandstones

dc.contributor.authorKnackstedt, Mark
dc.contributor.authorArns, Christoph
dc.contributor.authorPinczewski, Wolf Val
dc.date.accessioned2015-12-13T23:08:22Z
dc.date.available2015-12-13T23:08:22Z
dc.date.issued2003
dc.date.updated2015-12-12T08:13:17Z
dc.description.abstractWe use numerical simulations to derive the elastic properties of model monomineralic consolidated sandstones. The model morphology is based on overlapping spheres of a mineral phase. We consider model quartzose and feldspathic sands. We generate moduli-porosity relationships for both the dry and water-saturated states. The ability to control pore space structure and mineralogy results in numerical data sets which exhibit much less noise than corresponding experimental data. The numerical data allows us to quantitatively analyze the effects of porosity and the properties of the mineral phase on the elastic properties of porous rocks. The agreement between the numerical results and available experimental data for clean consolidated sandstones is encouraging. We compare our numerical data to commonly used theoretical and empirical moduli-porosity relationships. The self-consistent method gives the best theoretical fit to the numerical data. We find that the empirical relationship of Krief et al. is successful at describing the numerical data for dry shear modulus and that the recent empirical method of Arns et al. gives a good match to the numerical data for Poisson's ratio or Vp/Vs ratio of dry rock. The Raymer equation is the best of the velocity-porosity models for the water-saturated systems. Gassmann's relations are shown to accurately map between the dry and fluid-saturated states. Based on these results, we propose a new empirical method, based solely on a knowledge of the mineral modulus, to estimate the full velocity-porosity relationship for monomineralic consolidated sands under dry and fluid-saturated states. The method uses the equation of Krief et al. for the dry shear modulus and the empirical equation of Arns et al. for the dry Poisson's ratio. Gassmann's relations are applied to obtain the fluid-saturated states. The agreement between the new empirical method, the numerical data and available experimental data for dry and water-saturated states is encouraging.
dc.identifier.issn0016-8033
dc.identifier.urihttp://hdl.handle.net/1885/86649
dc.publisherSociety of Exploration Geophysicists
dc.sourceGeophysics
dc.subjectKeywords: Data reduction; Elastic moduli; Morphology; Porosity; Saturation (materials composition); Fluid-saturated states; Sandstone; numerical model; porosity; sandstone; seismic velocity
dc.titleVelocity-porosity Relationships, 1: Accurate Velocity Model for Clean Consolidated Sandstones
dc.typeJournal article
local.bibliographicCitation.issue6
local.bibliographicCitation.lastpage1834
local.bibliographicCitation.startpage1822
local.contributor.affiliationKnackstedt, Mark, College of Physical and Mathematical Sciences, ANU
local.contributor.affiliationArns, Christoph, College of Physical and Mathematical Sciences, ANU
local.contributor.affiliationPinczewski, Wolf Val, University of New South Wales
local.contributor.authoruidKnackstedt, Mark, u4031845
local.contributor.authoruidArns, Christoph, u4044259
local.description.notesImported from ARIES
local.description.refereedYes
local.identifier.absfor020406 - Surfaces and Structural Properties of Condensed Matter
local.identifier.ariespublicationMigratedxPub15577
local.identifier.citationvolume68
local.identifier.scopusID2-s2.0-0347355354
local.type.statusPublished Version

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