Recent Advances in Borehole Sonic Technology

Size: px
Start display at page:

Download "Recent Advances in Borehole Sonic Technology"

Transcription

1 P Recent Advances in Boreole Sonic Tecnology Bikas K. Sina, Sclumberger-Doll Researc, Cambridge, Massacusetts , sina1@slb.com Summary Mesana tectonic block located in te western Indian state of Gujarat is a fairly well explored, productive block of Nort Cambay Basin. Exploitation in Mesana block as attained a mature stage. Large sized pools are in Kalol Formation occurring at sallower depts in structural plays and operate under water drive wile small sized pools are concentrated at deeper depts in Mesana and Mandali Members of Kadi Formation controlled by strati-structural entrapment operating under depletion drive. Te problems in tese reservoirs are of contrasting nature. Introduction Boreole sonic data plays an important role in seismic exploration, drilling, wellbore stability, well completion, as well as reservoir management. Seismic surveys require boreole sonic data for obtaining accurate compressional slowness (slowness is inverse of velocity) estimates as a function of dept tat are used in te time to dept conversion. Recent studies ave also igligted te importance of using anisotropic velocity models in generating AVO gaters for accurate target locations. Anisotropic velocity models require anisotropic moduli for calculating plane wave velocities as a function of propagation direction. Boreole sonic data from te Sonic Scanner tool in a vertical or deviated well as te potential of providing up to four anisotropy parameters for an assumed transversely-isotropic (TI) or ortorombic formation (Sina et al., 2004). Estimates of formation anisotropy parameters are made using te 3D-anisotropy module. Remaining elastic moduli can be obtained eiter from VSP surveys, core data, or known correlations to enable development of anisotropic velocity model using Kelvin-Cristoffel s equations. Wellbore stability during drilling is planned based on relevant failure models tat require confined compressive and tensile strengts togeter wit te far-field formation stresses to predict safe mud weigt window to avoid tensile fractures or breakouts. Inversion of te Sonic Scanner data can provide estimates of formation stresses and strengts under suitable conditions. Estimates of formation stresses and strengts are obtained by inverting cross-dipole sonic data togeter wit 3D-anisotropy output and radial profiling of sear slownesses (Bratton et al., 2004; Sina 2002; Sina et al., 2006a). Optimal well completion for production requires bot identification and estimation of te radial extent of alteration in reservoir intervals. Formation properties surrounding a boreole can be eterogeneous due to boreole stress concentrations, drilling damage, sale swelling, plastic yielding tat migt cause fluid mobility impairment. We can identify mecanically competent intervals as well as tose exibiting radial alteration in sear slownesses by inverting measured dipole and Stoneley dispersions. Near-wellbore alterations are caracterized by differences between te far-field and nearwellbore slownesses. Optimal depts for fluid sampling are identified by mecanically competent intervals tat exibit nearly uniform sear slownesses away from te boreole surface. In contrast, intervals wit near-wellbore softening caused by mecanical or mobility damage are prone to seal failures or migt lead to tigt pretest. Outputs from te monopole Compressional Velocity Radial Profiling (CRVP), dipole Sear Velocity Radial Profiling (SRVP) of te fast and slow vertical sear velocities, and Stoneley Radial Velocity Profiling (STRVP) of orizontal sear velocity elp in an optimal dept selection for fluid

2 sampling as well as optimal perforation tunnel design (Sina et al., 2003; Sina et al., 2006a). Fast sear azimut obtained from te processing of cross-dipole sonic data in te presence of dipole dispersion crossovers provides te maximum orizontal stress direction tat is of elp in planning for oriented perforation and stimulation projects. Reservoir management can benefit from an optimal drawdown pressure tat maximizes sand-free production. Accurate estimates of confined rock compressive strengt togeter wit far-field formation stresses enable a more reliable estimate of optimal drawdown pressure tat maximizes production wit reduced risk of sanding (Bratton et al., 2004). Reservoir production can also benefit from te identification of fluid mobility barriers and estimates of te ratio of near-wellbore damaged to far-field mobilities. Radial profiling of fluid mobility in a reservoir interval can provide suc estimates togeter wit mobility logs obtained at an effective radial dept of investigation using eiter MDT pretest drawdown analysis or NMR derived permeability. To provide te aforementioned answer products, we ave developed several data processing algoritms: 1. 3D-anisotropy for obtaining a sub-set of transversely-isotropic (TI) elastic moduli from a vertical or deviated well, 2. Compressional Radial Velocity Profiling (CRVP) of compressional velocity, 3. Sear Radial Velocity Profiling (SRVP) of sear velocities in te two ortogonal planes containing te boreole axis, 4. Stoneley Radial Velocity Profiling (STRVP) of sear velocity in te boreole crosssectional plane, 5. Maximum orizontal stress magnitude estimation using te tree sear moduli, and 6. Horizontal stress gradient estimation using differences between velocity dispersions at two depts. Velocity Radial Profile (SRVP) and Stoneley Velocity Radial Profile (STRVP) algoritms (Pistre et al., 2005). Consequently, results from te 3D-anisotropy can be combined wit boreole seismic data (walk-away/walkaround VSPs) to obtain a complete set of transverselyisotropic (TI) elastic moduli. A complete set of formation moduli for a given litology interval can ten be used to obtain an anisotropic velocity model tat would yield plane wave velocities as a function of propagation direction wit respect to te anisotropic axes. Anisotropic velocity models can ten be used to generate AVO syntetic gaters to determine accurate location of reservoir targets. More importantly, te tree sear moduli c 44, c 55, and c 66 as a function of dept can be used to obtain te following formation attributes: 1. Classification of formation anisotropy, 2. Qualitative indicator of fluid mobility in porous sand reservoirs, 3. Far-field formation stresses, and 4. Relative sear rigidity of te tree ortogonal planes. Figure 1a sows scematic diagram of a vertical and orizontal sections of a wellbore trajectory and identifies te sear moduli tat would be determined from te crossdipole sonic data from a well parallel to te X 3 -, X 1 -, and X 2 -axis. Note tat te sear modulus in te cross-sectional plane of te wellbore trajectory is obtained from te Stoneley data. 3D-Anisotropy Te 3D-anisotropy module outputs up to 4 anisotropic moduli of an ortorombic or TI formation using te compressional, fast-sear, slow-sear, and Stoneley slownesses obtained from a single-well data wit known well deviation from te vertical and true stratigrapic dip from an imaging tool. Te 3D-anisotropy algoritm yields verifiable far-field compressional and sear moduli outside any near-wellbore altered annulus caused by stress concentrations or plastic yielding of te formation etc. Te output of tis module is cecked against te far-field values tat are outside any near-wellbore altered annulus from te Compressional Velocity Radial Profile (CRVP), Sear Figure 1a: Scematic diagram of a vertical well parallel to te X 3- axis and a orizontal well parallel to te X 1-axis. Cross-dipole data from a well parallel to te X 3-axis yields te sear moduli C 44 and C 55 in te two ortogonal vertical planes. Similarly, cross-dipole data from a well parallel to te X 1-axis yields te sear modulus C 55 in te vertical X 1-X 3 plane, and C 66 in te orizontal X 1-X 2 planes.

3 Figure 1b: Scematic diagram of a vertical well parallel to te X 3- axis and a deviated well wit azimut and deviation. Figure 1b displays scematic diagram of a vertical and deviated sections of a wellbore trajectory. Te deviated well azimut is measured from te nort, and well deviation is referred to te vertical. If we assume a layercake model for a given litology interval wit a vertical TIsymmetry axis, te well azimut does not affect te TIanisotropy moduli because of te rotational invariance about its symmetry axis. Stress magnitudes using boreole sonic Formation stresses play an important role in geopysical prospecting and development of oil and gas reservoirs. Bot te direction and magnitude of tese stresses are required in (a) planning for boreole stability during directional drilling, (b) ydraulic fracturing for enanced production, and (3) selective perforation for prevention of sanding during production. Te formation stress state is caracterized by te magnitude and direction of tree principal stresses. Figure 2 sows a scematic diagram of a vertical boreole in a formation subject to te tree principal stresses. Generally, te overburden stress (SV) is reliably obtained by integrating te formation mass density from te surface to te dept of interest. Consequently, estimating te oter two principal stresses (SHmax and Smin) in te orizontal plane is te remaining task necessary to fully caracterize te formation stress state. Figure 2: Scematic of a boreole in te presence of formation principal stresses wit te boreole axis parallel to te overburden stress. Sonic velocities in formations cange as a function of rock litology/mineralogy, porosity, clay content, fluid saturation, stresses, and temperature. To estimate canges in te formation stress magnitudes from measured canges in sonic velocities, it is necessary to select a dept interval wit a reasonably uniform litology, clay content, saturation and temperature so tat te measured canges in velocities can be related to corresponding canges in formation stress magnitudes. Any cange in porosity caused by normal compaction is accounted for by corresponding canges in te formation effective bulk density and stiffnesses. Assuming tat te measured canges in sonic velocities are largely caused by canges in stresses, it is possible to invert boreole sonic velocities for te estimation of canges in formation stress magnitudes (Sina, 1997, Sina et al., 2000a). Te underlying teory beind te estimation of formation stresses using boreole sonic data is based on acoustoelastic effects in rocks. Acoustoelasticity in rocks refers to canges in elastic wave velocities caused by canges in pre-stress in te propagating medium. Elastic wave propagation in a pre-stressed material is described by equations of motion for small dynamic fields superposed on a statically deformed state of te material. Tese equations are derived from te rotationally invariant equations of nonlinear elasticity (Norris, Sina and Kostek, 1994). Te linear equations of motion for isotropic materials contain two independent elastic stiffnesses tat are defined by te dynamic Young s modulus (Y) and Poisson s ratio (), or equivalently, te two Lame parameters, ( and ). Te equations of motion for pre-stressed isotropic materials contain tree additional nonlinear elastic constants (C 111, C 144, and C 155 ) togeter wit te biasing stresses (Sina,

4 1982; Norris et al., 1999). A forward solution of equations of motion in pre-stressed materials yields plane wave velocities as a function of principal stresses in te propagating medium. Te presence of a boreole in a triaxially stressed formation causes near-wellbore stress distributions tat can be obtained from linear elastic deformation teory. Nearwellbore stress distributions can be mapped into corresponding sonic velocity distributions provided stress coefficients of velocities in terms of te formation nonlinear constants are known (Sina et al., 2006b). Te stress coefficients of velocities are defined in terms of formation nonlinear constants referred to a reference state close to te in-situ stress state of te formation. Canges in cross-dipole dispersions caused by near-wellbore stress distributions can be inverted to estimate far-field stresses and formation nonlinear constants referred to a local reference state. Formation stresses using te tree sear moduli A reservoir sand in te absence of formation stresses and fluid mobility beaves like an isotropic material caracterized by a sear and bulk moduli. However, a complex saly-sand reservoir is caracterized by anisotropic elastic stiffnesses. Anisotropic elastic stiffnesses and te tree sear moduli are affected by (a) structural anisotropy; (b) stress-induced anisotropy; and (c) formation mobility. Structural anisotropy caused by clay microlayerings in sale is described by transverselyisotropic (TI-) symmetry tat exibits te orizontal sear modulus C 66 to be larger tan te vertical sear moduli C 44 =C 55, in te absence of any stress-induced effects. Sales are impermeable and do not constitute part of a producing reservoir. Here we analyze effects of formation stresses on te effective sear moduli tat can be measured wit te axi-symmetric Stoneley and flexural waves in a fluid-filled boreole. Te acoustoelastic teory relates canges in te effective sear moduli to incremental canges in te biasing stresses and strains from a reference state of te material (Sina, 2002). Te tree sear moduli can be estimated from boreole sonic data. Wit te recent introduction of algoritms for te Stoneley radial profiling of orizontal sear slowness and cross-dipole radial profiling of vertical sear slownesses, we can unambiguously estimate te virgin formation sear moduli C 44, C 55, and C 66. Tese algoritms account for te sonic tool bias and possible near-wellbore alteration effects on te measured sonic data. Differences in te effective sear moduli are related to differences in te principal stress magnitudes troug an acoustoelastic coefficient defined in terms of formation nonlinear constants referred to a cosen local reference state and for a given formation litology. Te following tree equations relate canges in te sear moduli to corresponding canges in te effective principal stresses (Nur and Byerlee, 1971): C C C A E V H C ( ), (1) A E V C ( ), (2) A E H were A E C ( ), (3) C456 2, is te acoustoelastic coefficient, C 55 and C 44 denote te sear moduli for te fast and slow sear waves, respectively; C 456 =(C 155 -C 144 )/2, is a formation nonlinear parameter tat defines te acoustoelastic coefficient; and μ represents te sear modulus in a cosen reference state. Tere are two ways to estimate te acoustoelastic parameter A E for a reasonably uniform litology sand reservoir: 1. Cross-dipole sonic log provides sear moduli C 55 and C 44 in te two ortogonal planes containing te boreole axis. Te acoustoelastic parameter A E is ten given by equation (3) C55 C44 AE, (5) H were C 55 and C 44 denote te fast and slow dipole sear moduli, respectively; and σ H and σ represent te maximum and minimum orizontal effective stress magnitudes, respectively. (4) 2. Wen we ave estimates of te minimum orizontal and overburden stress magnitudes as a function of dept, we can determine te acoustoelastic parameter A E in terms of te farfield sear moduli C 55 and C 66 using te equation (2) C55 C66 AE, (6) V

5 were we assume tat te effects of permeability on tese sear moduli are essentially similar and small to be negligible. Once we ave determined te acoustoelastic parameter for a given litology interval, we can determine te maximum orizontal stress H magnitude as a function of dept from te following equation ( C55 C44 ) H, (7) AE were C 55 and C 44 denote te fast and slow dipole sear moduli, respectively. Similarly, te minimum orizontal stress magnitude as a function of dept from te following equation track sows te measured compressional (blue), fast-sear (red), and Stoneley (green) slownesses. Te tird track sows te vertical (C 44, red) and orizontal (C 66, green) sear moduli logs for a TI-medium. Te fourt track displays measured dipole sear moduli C 44 and C 55, and an equivalent C 66 * derived from te Stoneley data, all sear moduli in tis track are referred to te boreole axis. Smaller values of C 66 relative to C 44 in te tird track are indicators of larger orizontal mobility tan depts were C 66 is close to or larger tan C 44. Differences between C 66 and C 44 can provide a quick-look indicator of fluid mobility in a sand reservoir. ( C55 C66 ) V. (8) A E Hence, we can estimate formation orizontal stress magnitudes as a function of dept in terms of te tree sear moduli C 44, C 55, and C 66, and te acoustoelastic coefficient A E. Effective stresses are converted into total stresses by adding pore pressure weigted by te Biot coefficient (Nur and Byerlee, 1971). Analysis of Field Data I: 3D-Anisotropy Results Te 3D-Anisotropy algoritm yields up to 4 elastic moduli of an ortorombic formation using boreole sonic data from a vertical or deviated well as sown in Figure 1b. Wen we assume a layer-cake model of te formation caracterized by a transversely-isotropic (TI) anisotropy, te algoritm outputs C 44, C 66, N, and C 33 * as sown in Figure 3. Figure 3 sows a standard output of 3D-anisotropy algoritm tat sows te sear moduli C 44 and C 66 referred to a TI-anisotropy axes. Wen C 66 < C 44, te Tomsen parameter gamma is negative in a sand interval, it is an indicator of iger fluid mobility. In contrast, wen C 66 > C 44, te corresponding interval is caracterized by iger clay content typical of a sale interval. Figure 4 sows a composite log of gamma-ray, caliper, litology, porosity, density, and a sub-set of TI anisotropic moduli in a vertical exploratory well A. Te first track sows gamma-ray (green), neutron porosity (blue), and density (red), wit gray sading denoting saly intervals and yellow sading sowing sandy intervals. Te second Figure 3: 3D-Anisotropy workflow: Compressional, fastsear, slow-sear, and Stoneley slownesses togeter wit well deviation and true stratigrapic dip are te input parameters tat are transformed into te four TI-parameters of a saly formation c44, c66, N, and a combination of c11 and c33, referred to te eart anisotropic axes. Analysis of Field Data II: Estimation of Smax Generally, te overburden stress is obtained by integrating te formation bulk density from te surface to te dept of interest. Te minimum orizontal stress can also be reliably obtained using minifrac or extended leakoff tests at cosen depts. Wen we ave estimates of te overburden stress, minimum orizontal stress, and pore pressure in a sand reservoir, te maximum orizontal stress can be calculated using equations (6) and (7). Note tat wile te sear moduli C 44 and C 55 are readily calculated from te low-frequency cross-dipole sonic data, te sear modulus C 66 in te boreole cross-sectional plane must be

6 Figure 5. Updated Mecanical Eart Model for an exploration well: Te black, red, blue, and green markers denote te overburden stress, maximum orizontal stress, minimum orizontal stress, and pore pressure, respectively. (Sina et al., 2006b) Figure 4: Processed logs sowing gamma-ray, formation bulk density, and porosity in track 1; compressional, sear, and Stoneley slownesses in track 2; C44_TIV and C55_TIV referred to TI-axes in track 3; and C44, C55, C66 * referred to te boreole axes in track 4 (Sina et al., 2006b) obtained from te Stoneley data and requires an accurate estimate of mud compressional slowness and compensation for te sonic tool structure, fluid mobility effects, and any possible near-wellbore alteration. Figure 5 displays an updated Mecanical Eart Model tat includes te maximum orizontal stress magnitude (red circles) obtained using te tree sear moduli togeter wit te overburden (black circles), minimum orizontal (blue circles) stresses, and pore pressure (green circles) as a function of dept. Inverted stress magnitudes ave been cecked for consistency wit wellbore stability predictions using te internal friction angle and UCS from core data and drilling events observed for mud weigts used (Moos and Zoback, 1990). Summary and conclusions We ave presented a brief overview of geopysical, geomecanical, and petropysical applications of new answer products from te Sonic Scanner tool. In particular, we ave described illustrative examples from te 3Danisotropy and te SHmax magnitude estimation algoritms using sonic data from an exploration well in te Nort sea. Yet oter applications include estimation of bot te SHmax and Smin magnitudes and in-situ rock strengt using radial profiles of te tree sear moduli ( Bratton et al., 2004; Sina et al., 2007). References Bratton, T., Bricout, V., Lam, R., Plona, T., Sina, B., Tagbor, T., Venkitraman, and Borbas, T., 2004, Rock strengt parameters from annular pressure wile drilling and dipole sonic dispersions analysis, 45t Annual Logging Symposium, Soc. of Professional Log Analysts, Paper R. Moos, D., and Zoback, M.D., 1990, Utilization of observations of wellbore failure to constrain te orientation and magnitudes of crustal stresses: Application to continental deep sea drilling project and ocean drilling program: J. Geopys. Res., 95,

7 Norris, A.N., Sina, B.K., and Kostek, S., 1994, Acoustoelasticity of solid/fluid composite systems, Geopys. J. Internat., 118, Nur, A., and Byerlee, J.D., 1971, An exact effective stress law for elastic deformation of rock wit fluids, J. Geopys. Res., 76, Pistre, V., Kinosita, T., Endo, T., Scilling, K., Pabon, J., Sina, B., Plona, T., Ikegami, T., and Jonson, D., 2005, A modular wireline sonic tool for measurements of 3D (azimutal, radial, and axial) formation properties: Proc. 46 t Annual Logging Symposium, Society of Professional Well Log Analysts, Paper P. Sina, B.K., 2002, Determining stress parameters of formations using multi-mode velocity data, U.S. Patent 6,351,991, Marc 5. Sina, B.K., Sayers, C., and Endo, T., 2004, Determining anisotropic moduli of eart formations, U.S. Patent 6,714,480, Marc 30. Sina, B.K., Burridge, R., and Kane, M.R., 2003, Sonic well logging for radial profiling, U.S. Patent 6,611,761 B2, August 26. Sina, B.K., Vissapragada, B., Renlie, L., and Tysse, S., 2006a, Radial profiling of te tree formation sear moduli and its application to well completions, Geopysics, 71, E65-E77, November-December. Sina, B.K., Vissapragada, B., Renlie, L., and Skomedal, E., 2006b, Horizontal stress magnitude estimation using te tree sear moduli A Norwegian sea case study, 2006 ATCE, San Antonio, TX, SPE Sina, B.K., Vissapragada, B., Wendt, A., Kongslein, M., Skomedal, E., Renlie, L., and Sandtrov, E., 2007, Estimation of formation stresses using radial variation of tree sear moduli A case study, 2007 ATCE, Anaeim, CA, SPE Acknowledgments We acknowledge wit tanks close collaboration and elp from many Statoil and Sclumberger staff in te development and testing of tese new applications of boreole sonic data.

CALCULATION OF COLLAPSE PRESSURE IN SHALE GAS FORMATION AND THE INFLUENCE OF FORMATION ANISOTROPY

CALCULATION OF COLLAPSE PRESSURE IN SHALE GAS FORMATION AND THE INFLUENCE OF FORMATION ANISOTROPY CALCULATION OF COLLAPSE PRESSURE IN SHALE GAS FORMATION AND THE INFLUENCE OF FORMATION ANISOTROPY L.Hu, J.Deng, F.Deng, H.Lin, C.Yan, Y.Li, H.Liu, W.Cao (Cina University of Petroleum) Sale gas formations

More information

In situ calibrated velocity-to-stress transforms using shear sonic radial profiles for time-lapse production analysis

In situ calibrated velocity-to-stress transforms using shear sonic radial profiles for time-lapse production analysis In situ calibrated velocity-to-stress transforms using shear sonic radial profiles for time-lapse production analysis J. A. Donald 1 and R. Prioul 2 Abstract Borehole acoustic waves are affected by near-

More information

SEG Houston 2009 International Exposition and Annual Meeting

SEG Houston 2009 International Exposition and Annual Meeting Improving seismic calibration and geomechanical models through characterization of anisotropy using single and multi well data: Case Study in Forties Field, UK Adam Donald*, Andrea Paxton (Schlumberger),

More information

Evaluation and Accurate Estimation from Petrophysical Parameters of a Reservoir

Evaluation and Accurate Estimation from Petrophysical Parameters of a Reservoir American Journal of Environmental Engineering and Science 2016; 3(2): 68-74 ttp://www.aascit.org/journal/ajees ISSN: 2381-1153 (Print); ISSN: 2381-1161 (Online) Evaluation and Accurate Estimation from

More information

SUMMARY CONVERTED PHASE ELASTIC WEMVA

SUMMARY CONVERTED PHASE ELASTIC WEMVA Converted Pase Elastic Migration Velocity Analysis Andrey H. Sabelansky, Alison Malcolm, Mike eler, Xuefeng Sang and William Rodi, Eart Resources Laboratory, Massacusetts Institute of Tecnology SUMMARY

More information

6298 Stress induced azimuthally anisotropic reservoir - AVO modeling

6298 Stress induced azimuthally anisotropic reservoir - AVO modeling 6298 Stress induced azimuthally anisotropic reservoir - AVO modeling M. Brajanovski* (Curtin University of Technology), B. Gurevich (Curtin University of Technology), D. Nadri (CSIRO) & M. Urosevic (Curtin

More information

Title: Application and use of near-wellbore mechanical rock property information to model stimulation and completion operations

Title: Application and use of near-wellbore mechanical rock property information to model stimulation and completion operations SPE OKC Oil and Gas Symposium March 27-31, 2017 Best of OKC Session Chairperson: Matthew Mower, Chaparral Energy Title: Application and use of near-wellbore mechanical rock property information to model

More information

Fabric Evolution and Its Effect on Strain Localization in Sand

Fabric Evolution and Its Effect on Strain Localization in Sand Fabric Evolution and Its Effect on Strain Localization in Sand Ziwei Gao and Jidong Zao Abstract Fabric anisotropy affects importantly te overall beaviour of sand including its strengt and deformation

More information

3. Using your answers to the two previous questions, evaluate the Mratio

3. Using your answers to the two previous questions, evaluate the Mratio MASSACHUSETTS INSTITUTE OF TECHNOLOGY DEPARTMENT OF MECHANICAL ENGINEERING CAMBRIDGE, MASSACHUSETTS 0219 2.002 MECHANICS AND MATERIALS II HOMEWORK NO. 4 Distributed: Friday, April 2, 2004 Due: Friday,

More information

Apply Rock Mechanics in Reservoir Characterization Msc Julio W. Poquioma

Apply Rock Mechanics in Reservoir Characterization Msc Julio W. Poquioma Apply Rock Mechanics in Reservoir Characterization Msc Julio W. Poquioma Chief Reservoir Engineer PetroSA Mobil: +27 79 492.02.52 Email julio.poquioma@petrosa.co.za Aberdeen, April 18 20 / 2012 Content

More information

Effects of VTI Anisotropy in Shale-Gas Reservoir Characterization

Effects of VTI Anisotropy in Shale-Gas Reservoir Characterization P-014 Summary Effects of VTI Anisotropy in Shale-Gas Reservoir Characterization Niranjan Banik* and Mark Egan, WesternGeco Shale reservoirs are one of the hottest plays in the oil industry today. Our understanding

More information

OVERBURDEN CHARACTERIZATION FOR GEOMECHANICS AND GEOPHYSICAL APPLICATIONS IN THE ELDFISK FIELD: A NORTH SEA CASE STUDY

OVERBURDEN CHARACTERIZATION FOR GEOMECHANICS AND GEOPHYSICAL APPLICATIONS IN THE ELDFISK FIELD: A NORTH SEA CASE STUDY SPWLA 52 nd Annual Logging Symposium, May 14-18, 2011 OVERBURDEN CHARACTERIZATION FOR GEOMECHANICS AND GEOPHYSICAL APPLICATIONS IN THE ELDFISK FIELD: A NORTH SEA CASE STUDY K. Kozlowski 1, M. Fidan 2,

More information

Optimizing Drilling Performance by Wellbore Stability and Pore-Pressure Evaluation in Deepwater Exploration T. Klimentos, Schlumberger

Optimizing Drilling Performance by Wellbore Stability and Pore-Pressure Evaluation in Deepwater Exploration T. Klimentos, Schlumberger IPTC 10933 Optimizing Drilling Performance by Wellbore Stability and Pore-Pressure Evaluation in Deepwater Exploration T. Klimentos, Schlumberger Copyright 2005, International Petroleum Technology Conference

More information

Sand Control Rock Failure

Sand Control Rock Failure Sand Control Rock Failure Why? A bit of Mechanics on rock failure How? Some choices that depend on the rock What is moving? Sand grains? Fines? 3/14/2009 1 Young s Modulus, E Young s Modulus is a material

More information

SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION

SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION The Society gratefully acknowledges those companies that support the program by allowing their professionals

More information

SEG/San Antonio 2007 Annual Meeting. Summary. Fracture identification in boreholes. Introduction. Dipole sonic anisotropy in boreholes

SEG/San Antonio 2007 Annual Meeting. Summary. Fracture identification in boreholes. Introduction. Dipole sonic anisotropy in boreholes Forward modeling of fracture-induced sonic anisotropy using a combination of borehole image and sonic logs Romain Prioul, Adam Donald, Randy Koepsell, om Bratton, Claude Signer, and Austin Boyd, Schlumberger

More information

Acoustic Anisotropy Measurements and Interpretation in Deviated Wells

Acoustic Anisotropy Measurements and Interpretation in Deviated Wells Acoustic Anisotropy Measurements and Interpretation in Deviated Wells X. M. Tang, and D. Patterson, Houston Technology Center, Baker Atlas, Houston, Texas, USA ABSTRACT Many acoustic anisotropy measurements

More information

A fresh look at Wellbore Stability Analysis to Sustainable Development of Natural Resources: Issues and Opportunities

A fresh look at Wellbore Stability Analysis to Sustainable Development of Natural Resources: Issues and Opportunities A fresh look at Wellbore Stability Analysis to Sustainable Development of Natural Resources: Issues and Opportunities Dr.Parag Diwan, Dr.B.P.Pandey, Dharmendra Kumar Gupta*, Suresh Ayyappan Department

More information

Borehole Acoustics and Logging Consortium. Annual Report

Borehole Acoustics and Logging Consortium. Annual Report Borehole Acoustics and Logging Consortium Annual Report 1994 EARTH RESOURCES LABORATORY Department of Earth, Atmospheric, and Planetary Sciences Massachusetts Institute of Technology Cambridge, Mass. 02139

More information

Workflows for Sweet Spots Identification in Shale Plays Using Seismic Inversion and Well Logs

Workflows for Sweet Spots Identification in Shale Plays Using Seismic Inversion and Well Logs Workflows for Sweet Spots Identification in Shale Plays Using Seismic Inversion and Well Logs Yexin Liu*, SoftMirrors Ltd., Calgary, Alberta, Canada yexinliu@softmirrors.com Summary Worldwide interest

More information

Tu P8 08 Modified Anisotropic Walton Model for Consolidated Siliciclastic Rocks: Case Study of Velocity Anisotropy Modelling in a Barents Sea Well

Tu P8 08 Modified Anisotropic Walton Model for Consolidated Siliciclastic Rocks: Case Study of Velocity Anisotropy Modelling in a Barents Sea Well Tu P8 08 Modified Anisotropic Walton Model for Consolidated Siliciclastic Rocks: Case Study of Velocity Anisotropy Modelling in a Barents Sea Well Y. Zhou (Rock Solid Images), F. Ruiz (Repsol), M. Ellis*

More information

CONTINUOUS STATISTICAL INDICATOR OF STRESS-INDUCED DIPOLE FLEXURAL WAVE ANISOTROPY

CONTINUOUS STATISTICAL INDICATOR OF STRESS-INDUCED DIPOLE FLEXURAL WAVE ANISOTROPY SPWLA 52 nd Annual Logging Symposium, May 14-18, 2011 CONTINUOUS STATISTICAL INDICATOR OF STRESS-INDUCED DIPOLE FLEXURAL WAVE ANISOTROPY A. Syed, A. Bertran, A. Donald, B. Sinha, and S. Bose, Schlumberger

More information

Anisotropy of Shale Properties: A Multi-Scale and Multi-Physics Characterization

Anisotropy of Shale Properties: A Multi-Scale and Multi-Physics Characterization Observation Scale Wavelength 10 0 10 4 10 6 10 8 10 12 10 16 10 18 10 20 Frequency (Hz) Anisotropy of Shale Properties: A Multi-Scale and Multi-Physics Characterization Elastic, Mechanical, Petrophysical

More information

Critical Borehole Orientations Rock Mechanics Aspects

Critical Borehole Orientations Rock Mechanics Aspects Critical Borehole Orientations Rock Mechanics Aspects By R. BRAUN* Abstract This article discusses rock mechanics aspects of the relationship between borehole stability and borehole orientation. Two kinds

More information

6. Non-uniform bending

6. Non-uniform bending . Non-uniform bending Introduction Definition A non-uniform bending is te case were te cross-section is not only bent but also seared. It is known from te statics tat in suc a case, te bending moment in

More information

Comprehensive Wellbore Stability Analysis Utilizing Quantitative Risk Assessment

Comprehensive Wellbore Stability Analysis Utilizing Quantitative Risk Assessment Comprehensive Wellbore Stability Analysis Utilizing Quantitative Risk Assessment Daniel Moos 1 Pavel Peska 1 Thomas Finkbeiner 1 Mark Zoback 2 1 GeoMechanics International, Palo Alto, CA 94303 2 Stanford

More information

Part 2: Introduction to Open-Channel Flow SPRING 2005

Part 2: Introduction to Open-Channel Flow SPRING 2005 Part : Introduction to Open-Cannel Flow SPRING 005. Te Froude number. Total ead and specific energy 3. Hydraulic jump. Te Froude Number Te main caracteristics of flows in open cannels are tat: tere is

More information

A log based analysis to estimate mechanical properties and in-situ stresses in a shale gas well in North Perth Basin

A log based analysis to estimate mechanical properties and in-situ stresses in a shale gas well in North Perth Basin Petroleum and Mineral Resources 163 A log based analysis to estimate mechanical properties and in-situ stresses in a shale gas well in North Perth Basin S. Archer & V. Rasouli Department of Petroleum Engineering,

More information

FRACTURE REORIENTATION IN HORIZONTAL WELL WITH MULTISTAGE HYDRAULIC FRACTURING

FRACTURE REORIENTATION IN HORIZONTAL WELL WITH MULTISTAGE HYDRAULIC FRACTURING SPE Workshop OILFIELD GEOMECHANICS Slide 1 FRACTURE REORIENTATION IN HORIZONTAL WELL WITH MULTISTAGE HYDRAULIC FRACTURING A. Pimenov, R. Kanevskaya Ltd. BashNIPIneft March 27-28, 2017 Moscow, Russia Slide

More information

SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION

SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION The Society gratefully acknowledges those companies that support the program by allowing their professionals

More information

Geomechanical controls on fault and fracture distribution with application to structural permeability and hydraulic stimulation

Geomechanical controls on fault and fracture distribution with application to structural permeability and hydraulic stimulation CSPG Luncheon Calgary February 5 th 2015 Geomechanical controls on fault and fracture distribution with application to structural permeability and hydraulic stimulation Scott Mildren - Ikon Science Australian

More information

Joint inversion of borehole electromagnetic and sonic measurements G. Gao, A. Abubakar, T. M. Habashy, Schlumberger-Doll Research

Joint inversion of borehole electromagnetic and sonic measurements G. Gao, A. Abubakar, T. M. Habashy, Schlumberger-Doll Research Joint inversion of borehole electromagnetic and sonic measurements G. Gao, A. Abubakar, T. M. Habashy, Schlumberger-Doll Research SUMMARY New-generation electromagnetic (EM) and sonic logging tools are

More information

Strength, creep and frictional properties of gas shale reservoir rocks

Strength, creep and frictional properties of gas shale reservoir rocks ARMA 1-463 Strength, creep and frictional properties of gas shale reservoir rocks Sone, H. and Zoback, M. D. Stanford University, Stanford, CA, USA Copyright 21 ARMA, American Rock Mechanics Association

More information

Discrete Element Modelling of Methane Hydrate Soil Sediments using. Elongated Soil Particles

Discrete Element Modelling of Methane Hydrate Soil Sediments using. Elongated Soil Particles Discrete Element Modelling of Metane Hydrate Soil Sediments using Elongated Soil Particles Yanxin Yu a, 1 (yanxin.yu.@alumni.ucl.ac.uk) Yi Pik Ceng a (yi.ceng@ucl.ac.uk) Xiaomin Xu b (xuxiaominzju@gmail.com)

More information

Elastic anisotropy in the Haynesville Shale from dipole sonic data

Elastic anisotropy in the Haynesville Shale from dipole sonic data Elastic anisotropy in the Haynesville Shale from dipole sonic data Steve Horne, 1* John Walsh 2 and Doug Miller 3 Abstract Worldwide interest in shales as hydrocarbon resources has increased in recent

More information

AADE 01-NC-HO-43. result in uncertainties in predictions of the collapse and fracture pressures.

AADE 01-NC-HO-43. result in uncertainties in predictions of the collapse and fracture pressures. AADE 01-NC-HO-43 Wellbore Stability in Deep Water Handling Geomechanical Uncertainty Daniel Moos, Ph.D., Sr. VP Technology Development, GeoMechanics International, Inc. Copyright 2001 AADE National Drilling

More information

The influence of fracture stiffness and the in situ stress field on the closure of natural fractures

The influence of fracture stiffness and the in situ stress field on the closure of natural fractures Te influence of fracture stiffness and te in situ stress field on te closure of natural fractures Ricard R. Hillis Department of Geology and Geopysics, University of Adelaide, SA 55, Australia ABSTRACT:

More information

J.V. Herwanger* (Ikon Science), A. Bottrill (Ikon Science) & P. Popov (Ikon Science)

J.V. Herwanger* (Ikon Science), A. Bottrill (Ikon Science) & P. Popov (Ikon Science) 29829. One 4D geomechanical model and its many applications J.V. Herwanger* (Ikon Science), A. Bottrill (Ikon Science) & P. Popov (Ikon Science) Main objectives (i) Field case study demonstrating application

More information

Rock Mechanics Laboratory Tests for Petroleum Applications. Rob Marsden Reservoir Geomechanics Advisor Gatwick

Rock Mechanics Laboratory Tests for Petroleum Applications. Rob Marsden Reservoir Geomechanics Advisor Gatwick Rock Mechanics Laboratory Tests for Petroleum Applications Rob Marsden Reservoir Geomechanics Advisor Gatwick Summary A wide range of well established and proven laboratory tests are available for petroleum

More information

Shear Wave Velocity Estimation Utilizing Wireline Logs for a Carbonate Reservoir, South-West Iran

Shear Wave Velocity Estimation Utilizing Wireline Logs for a Carbonate Reservoir, South-West Iran Iranian Int. J. Sci. 4(2), 2003, p. 209-221 Shear Wave Velocity Estimation Utilizing Wireline Logs for a Carbonate Reservoir, South-West Iran Eskandari, H. 1, Rezaee, M.R., 2 Javaherian, A., 3 and Mohammadnia,

More information

AN ANALYSIS OF AMPLITUDE AND PERIOD OF ALTERNATING ICE LOADS ON CONICAL STRUCTURES

AN ANALYSIS OF AMPLITUDE AND PERIOD OF ALTERNATING ICE LOADS ON CONICAL STRUCTURES Ice in te Environment: Proceedings of te 1t IAHR International Symposium on Ice Dunedin, New Zealand, nd t December International Association of Hydraulic Engineering and Researc AN ANALYSIS OF AMPLITUDE

More information

SPE These in turn can be used to estimate mechanical properties.

SPE These in turn can be used to estimate mechanical properties. SPE 96112 Pressure Effects on Porosity-Log Responses Using Rock Physics Modeling: Implications on Geophysical and Engineering Models as Reservoir Pressure Decreases Michael Holmes, SPE, Digital Formation,

More information

Technology of Production from Shale

Technology of Production from Shale Technology of Production from Shale Doug Bentley, European Unconventional, Schlumberger May 29 th, 2012 Johannesburg, South Africa What are Unconventional Reservoirs Shale both Gas & Oil Coal Bed Methane

More information

New Generation Permeability Logs

New Generation Permeability Logs P - 05 New Generation Permeability Logs RR Tiwari B&S Asset, ONGC, Mumbai, India, Email: rrtiwari@rediffmail.com Summary Permeability distribution of the rock is of utmost importance while creating a dynamic

More information

Numerical Differentiation

Numerical Differentiation Numerical Differentiation Finite Difference Formulas for te first derivative (Using Taylor Expansion tecnique) (section 8.3.) Suppose tat f() = g() is a function of te variable, and tat as 0 te function

More information

FINITE ELEMENT STOCHASTIC ANALYSIS

FINITE ELEMENT STOCHASTIC ANALYSIS FINITE ELEMENT STOCHASTIC ANALYSIS Murray Fredlund, P.D., P.Eng., SoilVision Systems Ltd., Saskatoon, SK ABSTRACT Numerical models can be valuable tools in te prediction of seepage. Te results can often

More information

Journal of Engineering Science and Technology Review 7 (4) (2014) 40-45

Journal of Engineering Science and Technology Review 7 (4) (2014) 40-45 Jestr Journal of Engineering Science and Tecnology Review 7 (4) (14) -45 JOURNAL OF Engineering Science and Tecnology Review www.jestr.org Mecanics Evolution Caracteristics Analysis of in Fully-mecanized

More information

Reservoir Rock Properties COPYRIGHT. Sources and Seals Porosity and Permeability. This section will cover the following learning objectives:

Reservoir Rock Properties COPYRIGHT. Sources and Seals Porosity and Permeability. This section will cover the following learning objectives: Learning Objectives Reservoir Rock Properties Core Sources and Seals Porosity and Permeability This section will cover the following learning objectives: Explain why petroleum fluids are found in underground

More information

Static Response Analysis of a FGM Timoshenko s Beam Subjected to Uniformly Distributed Loading Condition

Static Response Analysis of a FGM Timoshenko s Beam Subjected to Uniformly Distributed Loading Condition Static Response Analysis of a FGM Timoseno s Beam Subjected to Uniformly Distributed Loading Condition 8 Aas Roy Department of Mecanical Engineering National Institute of Tecnology Durgapur Durgapur, Maatma

More information

Coalbed Methane Properties

Coalbed Methane Properties Coalbed Methane Properties Subtopics: Permeability-Pressure Relationship Coal Compressibility Matrix Shrinkage Seidle and Huitt Palmer and Mansoori Shi and Durucan Constant Exponent Permeability Incline

More information

CHARACTERIZATION OF SATURATED POROUS ROCKS WITH OBLIQUELY DIPPING FRACTURES. Jiao Xue and Robert H. Tatham

CHARACTERIZATION OF SATURATED POROUS ROCKS WITH OBLIQUELY DIPPING FRACTURES. Jiao Xue and Robert H. Tatham CHARACTERIZATION OF SATURATED POROUS ROCS WITH OBLIQUELY DIPPING FRACTURES Jiao Xue and Robert H. Tatham Department of Geological Sciences The University of Texas at Austin ABSTRACT Elastic properties,

More information

URTeC: Abstract

URTeC: Abstract URTeC: 2902950 Can Seismic Inversion Be Used for Geomechanics? A Casing Deformation Example Jeremy J. Meyer 1*, Jeremy Gallop 1, Alvin Chen 1, Scott Reynolds 1, Scott Mildren 1 ; 1. Ikon Science Copyright

More information

Non-linear Analysis Method of Ground Response Using Equivalent Single-degree-of-freedom Model

Non-linear Analysis Method of Ground Response Using Equivalent Single-degree-of-freedom Model Proceedings of te Tent Pacific Conference on Eartquake Engineering Building an Eartquake-Resilient Pacific 6-8 November 25, Sydney, Australia Non-linear Analysis Metod of Ground Response Using Equivalent

More information

URTeC: Summary

URTeC: Summary URTeC: 2665754 Using Seismic Inversion to Predict Geomechanical Well Behavior: a Case Study From the Permian Basin Simon S. Payne*, Ikon Science; Jeremy Meyer*, Ikon Science Copyright 2017, Unconventional

More information

Deviation from Linear Elastic Fracture in Near-Surface Hydraulic Fracturing Experiments with Rock Makhnenko, R.Y.

Deviation from Linear Elastic Fracture in Near-Surface Hydraulic Fracturing Experiments with Rock Makhnenko, R.Y. ARMA 10-237 Deviation from Linear Elastic Fracture in Near-Surface Hydraulic Fracturing Experiments wit Rock Maknenko, R.Y. University of Minnesota, Minneapolis, MN, USA Bunger, A.P. CSIRO Eart Science

More information

Reservoir Geomechanics and Faults

Reservoir Geomechanics and Faults Reservoir Geomechanics and Faults Dr David McNamara National University of Ireland, Galway david.d.mcnamara@nuigalway.ie @mcnamadd What is a Geological Structure? Geological structures include fractures

More information

Darcy s law in 3-D. K * xx K * yy K * zz

Darcy s law in 3-D. K * xx K * yy K * zz PART 7 Equations of flow Darcy s law in 3-D Specific discarge (vector) is calculated by multiplying te ydraulic conductivity (second-order tensor) by te ydraulic gradient (vector). We obtain a general

More information

UNIVERSITY OF SASKATCHEWAN Department of Physics and Engineering Physics

UNIVERSITY OF SASKATCHEWAN Department of Physics and Engineering Physics UNIVERSITY O SASKATCHEWAN Department of Pysics and Engineering Pysics Pysics 117.3 MIDTERM EXAM Regular Sitting NAME: (Last) Please Print (Given) Time: 90 minutes STUDENT NO.: LECTURE SECTION (please ceck):

More information

Colleen Barton, PhD Senior Technical Advisor Baker Hughes RDS GMI. HADES - Hotter And Deeper Exploration Science Workshop

Colleen Barton, PhD Senior Technical Advisor Baker Hughes RDS GMI. HADES - Hotter And Deeper Exploration Science Workshop Geothermal Reservoir Geomechanics: The Application of High Temperature / High Pressure Borehole Logging Technologies to Reservoir Characterization and Production Prediction HADES - Hotter And Deeper Exploration

More information

Implementing and Monitoring a Geomechanical Model for Wellbore Stability in an Area of High Geological Complexity

Implementing and Monitoring a Geomechanical Model for Wellbore Stability in an Area of High Geological Complexity AADE-10-DF-HO-15 Implementing and Monitoring a Geomechanical Model for Wellbore Stability in an Area of High Geological Complexity J. G. Vargas, Halliburton; J. Mateus, Halliburton; A. Jaramillo, Halliburton;

More information

Calibration of anisotropic velocity models using sonic and Walkaway VSP measurements

Calibration of anisotropic velocity models using sonic and Walkaway VSP measurements Calibration of anisotropic velocity models using sonic and Walkaway VSP measurements Rafael Guerra and Erik Wielemaker Schlumberger Wireline Contact authors at: JGuerra5@slb.com EWielemaker@slb.com London,

More information

ractical Geomechanics for Unconventional Resources

ractical Geomechanics for Unconventional Resources P ractical Geomechanics for Unconventional Resources 24-26 October 2012, Calgary, Canada Practical Geomechanics for Unconventional Resources Nowadays, unconventional resources have been brought into the

More information

Main Means of Rock Stress Measurement

Main Means of Rock Stress Measurement Real Stress Distributions through Sedimentary Strata and Implications for Reservoir Development and Potential Gas and Coal Development Strategies Ian Gray Sigra Pty Ltd 93 Colebard St West, Acacia Ridge,

More information

4D stress sensitivity of dry rock frame moduli: constraints from geomechanical integration

4D stress sensitivity of dry rock frame moduli: constraints from geomechanical integration Title 4D stress sensitivity of dry rock frame moduli: constraints from geomechanical integration Authors Bloomer, D., Ikon Science Asia Pacific Reynolds, S., Ikon Science Asia Pacific Pavlova, M., Origin

More information

Tensor character of pore pressure/stress coupling in reservoir depletion and injection

Tensor character of pore pressure/stress coupling in reservoir depletion and injection Tensor character of pore pressure/stress coupling in reservoir depletion and injection Müller, B., Altmann, J.B., Müller, T.M., Weißhardt, A., Shapiro, S., Schilling, F.R., Heidbach, O. Geophysical Institute

More information

Differential Settlement of Foundations on Loess

Differential Settlement of Foundations on Loess Missouri Uniersity of Science and Tecnology Scolars' Mine International Conference on Case Histories in Geotecnical Engineering (013) - Seent International Conference on Case Histories in Geotecnical Engineering

More information

Simplified In-Situ Stress Properties in Fractured Reservoir Models. Tim Wynn AGR-TRACS

Simplified In-Situ Stress Properties in Fractured Reservoir Models. Tim Wynn AGR-TRACS Simplified In-Situ Stress Properties in Fractured Reservoir Models Tim Wynn AGR-TRACS Before the What and the How is Why Potential decrease in fault seal capacity Potential increase in natural fracture

More information

Stability of Smart Beams with Varying Properties Based on the First Order Shear Deformation Theory Located on a Continuous Elastic Foundation

Stability of Smart Beams with Varying Properties Based on the First Order Shear Deformation Theory Located on a Continuous Elastic Foundation Australian Journal of Basic and Applied Sciences, 5(7): 743-747, ISSN 99-878 Stability of Smart Beams wit Varying Properties Based on te First Order Sear Deformation Teory ocated on a Continuous Elastic

More information

Well Collapse Modelling And Application Of Two WorkFlows On Heidrun Field In Norwegian Sea

Well Collapse Modelling And Application Of Two WorkFlows On Heidrun Field In Norwegian Sea International Journal of Engineering Research and Technology. ISSN 0974-3154 Volume 10, Number 1 (017), pp. 71-79 International Research Publication House http://www.irphouse.com Well Collapse Modelling

More information

Wellbore stability analysis in porous carbonate rocks using cap models

Wellbore stability analysis in porous carbonate rocks using cap models Wellbore stability analysis in porous carbonate rocks using cap models L. C. Coelho 1, A. C. Soares 2, N. F. F. Ebecken 1, J. L. D. Alves 1 & L. Landau 1 1 COPPE/Federal University of Rio de Janeiro, Brazil

More information

D047 Change of Static and Dynamic Elastic Properties due to CO2 Injection in North Sea Chalk

D047 Change of Static and Dynamic Elastic Properties due to CO2 Injection in North Sea Chalk D047 Change of Static and Dynamic Elastic Properties due to CO2 Injection in North Sea Chalk M.M. Alam* (Technical University of Denmark), M.L. Hjuler (Danish Geotechnical Institute), H.F. Christensen

More information

Understanding hydraulic fracture variability through a penny shaped crack model for pre-rupture faults

Understanding hydraulic fracture variability through a penny shaped crack model for pre-rupture faults Penny shaped crack model for pre-rupture faults Understanding hydraulic fracture variability through a penny shaped crack model for pre-rupture faults David Cho, Gary F. Margrave, Shawn Maxwell and Mark

More information

Exam 1 Review Solutions

Exam 1 Review Solutions Exam Review Solutions Please also review te old quizzes, and be sure tat you understand te omework problems. General notes: () Always give an algebraic reason for your answer (graps are not sufficient),

More information

Physics 121, April 1, Equilibrium. Physics 121. April 1, Physics 121. April 1, Course Information. Discussion of Exam # 2

Physics 121, April 1, Equilibrium. Physics 121. April 1, Physics 121. April 1, Course Information. Discussion of Exam # 2 Pysics 121, April 1, 2008. Pysics 121. April 1, 2008. Course Information Discussion of Exam # 2 Topics to be discussed today: Requirements for Equilibrium Gravitational Equilibrium Sample problems Pysics

More information

ractical Geomechanics for Oil & Gas Industry

ractical Geomechanics for Oil & Gas Industry P ractical Geomechanics for Oil & Gas Industry Practical Geomechanics for Oil and Gas Industry The integrity of the wellbore plays an important role in petroleum operations including drilling, completion

More information

Production-induced stress change in and above a reservoir pierced by two salt domes: A geomechanical model and its applications

Production-induced stress change in and above a reservoir pierced by two salt domes: A geomechanical model and its applications Production-induced stress change in and above a reservoir pierced by two salt domes: A geomechanical model and its applications Peter Schutjens, Jeroen Snippe, Hassan Mahani, Jane Turner, Joel Ita and

More information

Log Ties Seismic to Ground Truth

Log Ties Seismic to Ground Truth 26 GEOPHYSICALCORNER Log Ties Seismic to Ground Truth The Geophysical Corner is a regular column in the EXPLORER, edited by R. Randy Ray. This month s column is the first of a two-part series titled Seismic

More information

Path to static failure of machine components

Path to static failure of machine components Pat to static failure of macine components Load Stress Discussed last week (w) Ductile material Yield Strain Brittle material Fracture Fracture Dr. P. Buyung Kosasi,Spring 008 Name some of ductile and

More information

AFES Masterclass Overburden Correction. Evidence from Log Data

AFES Masterclass Overburden Correction. Evidence from Log Data AFES Masterclass Overburden Correction Evidence from Log Data Ken Russell Geomechanics & Sonic Scanner Support Europe Africa 19 th May 2010 Aberdeen Mechanical Earth Model A numerical description of subsurface

More information

MULTISTAGE TRIAXIAL TESTING OF ACTUAL RESERVOIR CORES UNDER SIMULATED RESERVOIR CONDITIONS

MULTISTAGE TRIAXIAL TESTING OF ACTUAL RESERVOIR CORES UNDER SIMULATED RESERVOIR CONDITIONS MULTISTAGE TRIAXIAL TESTING OF ACTUAL RESERVOIR CORES UNDER SIMULATED RESERVOIR CONDITIONS Abstract A. ~arouaka', B. ~tawaal, A AI-~ajed~, A ~bdulraheeml and T. ~limentos'. Non linear stress-strain behavior

More information

Petrophysics. Theory and Practice of Measuring. Properties. Reservoir Rock and Fluid Transport. Fourth Edition. Djebbar Tiab. Donaldson. Erie C.

Petrophysics. Theory and Practice of Measuring. Properties. Reservoir Rock and Fluid Transport. Fourth Edition. Djebbar Tiab. Donaldson. Erie C. Petrophysics Theory and Practice of Measuring Reservoir Rock and Fluid Transport Properties Fourth Edition Djebbar Tiab Erie C. Donaldson ELSEVIER AMSTERDAM BOSTON HEIDELBERG LONDON NEW YORK OXFORD PARIS

More information

IN-SITU STRESS ESTIMATION IN OFFSHORE EASTERN MEDITERRANEAN WITH FINITE ELEMENT ANALYSIS

IN-SITU STRESS ESTIMATION IN OFFSHORE EASTERN MEDITERRANEAN WITH FINITE ELEMENT ANALYSIS 8 th GRACM International Congress on Computational Mechanics Volos, 12 July 15 July 2015 IN-SITU STRESS ESTIMATION IN OFFSHORE EASTERN MEDITERRANEAN WITH FINITE ELEMENT ANALYSIS Anna Kyriacou 1, Panos

More information

Stress-induced transverse isotropy in rocks

Stress-induced transverse isotropy in rocks Stanford Exploration Project, Report 80, May 15, 2001, pages 1 318 Stress-induced transverse isotropy in rocks Lawrence M. Schwartz, 1 William F. Murphy, III, 1 and James G. Berryman 1 ABSTRACT The application

More information

11th Biennial International Conference & Exposition

11th Biennial International Conference & Exposition Analysis of Cleats in Coal Bed Methane wells from Micro Resistivity Image and Cross Dipole Array Acoustic Log Muhammad Ali* (ONGC), Partho Sarathi Sen (ONGC) Email ID: muhammadali_nzr@yahoo.co.in Keywords

More information

and a contribution from Offshore Europe

and a contribution from Offshore Europe Primary funding is provided by The SPE Foundation through member donations and a contribution from Offshore Europe The Society is grateful to those companies that allow their professionals to serve as

More information

2.8 The Derivative as a Function

2.8 The Derivative as a Function .8 Te Derivative as a Function Typically, we can find te derivative of a function f at many points of its domain: Definition. Suppose tat f is a function wic is differentiable at every point of an open

More information

Analysis of stress variations with depth in the Permian Basin Spraberry/Dean/Wolfcamp Shale

Analysis of stress variations with depth in the Permian Basin Spraberry/Dean/Wolfcamp Shale ARMA 15-189 Analysis of stress variations with depth in the Permian Basin Spraberry/Dean/Wolfcamp Shale Xu, Shaochuan and Zoback, M.D. Stanford University, Stanford, California, USA Copyright 2015 ARMA,

More information

Work and Energy. Introduction. Work. PHY energy - J. Hedberg

Work and Energy. Introduction. Work. PHY energy - J. Hedberg Work and Energy PHY 207 - energy - J. Hedberg - 2017 1. Introduction 2. Work 3. Kinetic Energy 4. Potential Energy 5. Conservation of Mecanical Energy 6. Ex: Te Loop te Loop 7. Conservative and Non-conservative

More information

Overpressure detection using shear-wave velocity data: a case study from the Kimmeridge Clay Formation, UK Central North Sea

Overpressure detection using shear-wave velocity data: a case study from the Kimmeridge Clay Formation, UK Central North Sea Overpressure detection using shear-wave velocity data: a case study from the Kimmeridge Clay Formation, UK Central North Sea A. Edwards, S. O Connor, S. Green, and K. Waters, Ikon Science UK Overview Introduction

More information

Geology 229 Engineering Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6)

Geology 229 Engineering Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6) Geology 229 Engineering Geology Lecture 5 Engineering Properties of Rocks (West, Ch. 6) Common mechanic properties: Density; Elastic properties: - elastic modulii Outline of this Lecture 1. Uniaxial rock

More information

Integrating Lab and Numerical Experiments to Investigate Fractured Rock

Integrating Lab and Numerical Experiments to Investigate Fractured Rock Integrating Lab and Numerical Experiments to Investigate Fractured Rock Bradford H. Hager Director, Earth Resources Laboratory and Cecil and Ida Green Professor Department of Earth, Atmospheric and Planetary

More information

I hereby declare that, except where specifically indicated, the work submitted herein is my own original work.

I hereby declare that, except where specifically indicated, the work submitted herein is my own original work. Finite Element Studies on the Mechanical Stability of Arbitrarily Oriented and Inclined Wellbores Using a Vertical 3D Wellbore Model by Di Zien Low (F) Fourth-Year Undergraduate Project in Group D, 2010/2011

More information

An empirical method for estimation of anisotropic parameters in clastic rocks

An empirical method for estimation of anisotropic parameters in clastic rocks An empirical method for estimation of anisotropic parameters in clastic rocks YONGYI LI, Paradigm Geophysical, Calgary, Alberta, Canada Clastic sediments, particularly shale, exhibit transverse isotropic

More information

Search and Discovery Article # (2015) Posted April 20, 2015

Search and Discovery Article # (2015) Posted April 20, 2015 Considering the Vertical Variation in Rock Mechanical Properties of a Lithologic Zone Using Laboratory Derived Data Is it Time for Geomechanical Stratigraphy?* Douglas E. Wyatt 1, Jesse Hampton 1, Dandan

More information

Reservoir Geomechanics with ABAQUS

Reservoir Geomechanics with ABAQUS Reservoir Geomechanics with ABAQUS B. Bostrøm and E. Skomedal Statoil ASA, Norway Abstract: The coupled hydro-mechanical behavior of two North Sea high-pressure/hightemperature gas-condensate fields during

More information

Geomechanics, Anisotropy and LMR

Geomechanics, Anisotropy and LMR Geomechanics, Anisotropy and LMR Marco Perez *, Apache Canada Ltd, Calgary, AB, Canada marco.perez@apachecorp.com Bill Goodway, Apache Canada Ltd, Calgary, AB, Canada bill.goodway@apachecorp.com David

More information

Geophysical model response in a shale gas

Geophysical model response in a shale gas Geophysical model response in a shale gas Dhananjay Kumar and G. Michael Hoversten Chevron USA Inc. Abstract Shale gas is an important asset now. The production from unconventional reservoir like shale

More information

A Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials

A Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials Dublin, October 2010 A Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials FracMan Technology Group Dr Mark Cottrell Presentation Outline Some Physical

More information

Notes on Neural Networks

Notes on Neural Networks Artificial neurons otes on eural etwors Paulo Eduardo Rauber 205 Consider te data set D {(x i y i ) i { n} x i R m y i R d } Te tas of supervised learning consists on finding a function f : R m R d tat

More information

SEG/San Antonio 2007 Annual Meeting SUMMARY DATA

SEG/San Antonio 2007 Annual Meeting SUMMARY DATA An experimental study of the dilation factor in sandstone under anisotropic stress conditions Arpita Pal-Bathija and Mike Batzle, Colorado School of Mines SUMMARY Dilation factor (R) is defined as the

More information