CA2384366A1 - Method of determining subsidence in a reservoir - Google Patents

Method of determining subsidence in a reservoir Download PDF

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Publication number
CA2384366A1
CA2384366A1 CA002384366A CA2384366A CA2384366A1 CA 2384366 A1 CA2384366 A1 CA 2384366A1 CA 002384366 A CA002384366 A CA 002384366A CA 2384366 A CA2384366 A CA 2384366A CA 2384366 A1 CA2384366 A1 CA 2384366A1
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Prior art keywords
rock
displacement parameters
determined
tau
epsilon
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CA002384366A
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French (fr)
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CA2384366C (en
Inventor
Terry Wayne Stone
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Schlumberger Canada Ltd
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Terry Wayne Stone
Schlumberger Canada Limited
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Publication of CA2384366A1 publication Critical patent/CA2384366A1/en
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V11/00Prospecting or detecting by methods combining techniques covered by two or more of main groups G01V1/00 - G01V9/00

Abstract

A reservoir simulator first estimates rock displacement parameters (u, v, and w) representing rock movement in the x, y, and z directions. When the rock displacement parameters (u, v, w) are determined, ".epsilon.x,y,z" (the X,Y,Z elongation strains) and ".gamma.xy,yz,zx" (the shear strains) are determined since ".epsilon.x,y,z"
and ".gamma.xy,yz,zx" are function of "u", "v", and "w". When ".epsilon.x,y,z"
and ".gamma.xy,yz,zx"
are determined. ".sigma.x,y,z" (the elastic normal rock stress in x,y,z directions) and ".tau.xy,yz,xz" (the elastic shear stress) are determined since ".sigma.x,y,z" and ".tau.xy,yz,xz" are a function of ".epsilon.x,y,z" and ".gamma.xy,yz,zx". When ".sigma.x,y,z" and ".tau.xy,yz,xz" are determined, the rock momentum balance differential equations can be solved, since these equations are a function of ".sigma.x,y,z" and ".tau.xy yz,xz". When any residuals are substantially equal to zero, the estimated rock displacement parameters (u, v, and w) will represent accurate rock displacement parameters for the reservoir. When the rock momentum balance differential equations are solved, the rock displacement parameters (u, v, w), at an advanced time, are known. These rock displacement parameters (u, v, w) represent and characterize a subsidence in a seabed floor because subsidence will result from rock movement; and rock movement will result from a continual withdrawal of oil or other hydrocarbon deposits or other fluids such as water over a period of time from an Earth formation. This abstract of the disclosure is given for the sole purpose of allowing a patent searcher to easily determine the content of the disclosure in this application.
CA002384366A 2000-07-14 2001-07-06 Method of determining subsidence in a reservoir Expired - Fee Related CA2384366C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
GB0017227.0 2000-07-14
GBGB0017227.0A GB0017227D0 (en) 2000-07-14 2000-07-14 Fully coupled geomechanics in a commerical reservoir simulator
PCT/GB2001/003042 WO2002006857A1 (en) 2000-07-14 2001-07-06 Method of determining subsidence in a reservoir

Publications (2)

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CA2384366A1 true CA2384366A1 (en) 2002-01-24
CA2384366C CA2384366C (en) 2008-01-22

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CA002384366A Expired - Fee Related CA2384366C (en) 2000-07-14 2001-07-06 Method of determining subsidence in a reservoir

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US (2) US6766255B2 (en)
EP (1) EP1230567B1 (en)
AU (1) AU2001269287A1 (en)
CA (1) CA2384366C (en)
GB (1) GB0017227D0 (en)
NO (1) NO20021218L (en)
WO (1) WO2002006857A1 (en)

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Publication number Publication date
AU2001269287A1 (en) 2002-01-30
US20080288172A1 (en) 2008-11-20
GB0017227D0 (en) 2000-08-30
US7860654B2 (en) 2010-12-28
NO20021218D0 (en) 2002-03-12
US20030078733A1 (en) 2003-04-24
WO2002006857A1 (en) 2002-01-24
EP1230567B1 (en) 2010-03-31
NO20021218L (en) 2002-05-10
EP1230567A1 (en) 2002-08-14
CA2384366C (en) 2008-01-22
US6766255B2 (en) 2004-07-20

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