System and method for seismic amplitude analysis
US-2024125956-A1 · Apr 18, 2024 · US
US10656295B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10656295-B2 |
| Application number | US-201414516729-A |
| Country | US |
| Kind code | B2 |
| Filing date | Oct 17, 2014 |
| Priority date | Oct 18, 2013 |
| Publication date | May 19, 2020 |
| Grant date | May 19, 2020 |
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A method for generating one or more subsurface stress models. The method may include receiving seismic data. A plurality of first geomechanical property models may be generated based at least partially on the seismic data. A second geomechanical property model may be generated based at least partially on the seismic data. The second geomechanical property model may have a lower resolution than the first geomechanical property models. A stress model, a strain model, or a combination thereof may be generated based on the second geomechanical property model. One or more subsurface stress models may be generated based on the stress model, the strain model, or the combination thereof and the first geomechanical property models.
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What is claimed is: 1. A method for generating one or more subsurface stress models, comprising: receiving seismic data of a subterranean formation; generating inversion attributes by performing a stochastic seismic inversion on the seismic data, wherein the inversion attributes comprise acoustic impedance, a ratio of a compression wave velocity to a shear wave velocity, and density; generating a plurality of first geomechanical property models based at least partially on the inversion attributes, wherein the plurality of first geomechanical property models represent the acoustic impedance, the ratio of the compression wave velocity to the shear wave velocity, and the density, and wherein the first geomechanical property models are substantially equally probable to one another; generating a second geomechanical property model based at least partially on the seismic data, wherein the second geomechanical property model has a lower resolution than the first geomechanical property models; generating a stress model, a strain model, or a combination thereof based on the second geomechanical property model, wherein the stress model, the strain model, or the combination thereof has a lower resolution than the first geomechanical property models; generating a first subsurface stress model based on one of the first geomechanical property models and the stress model, the strain model, or the combination thereof; and generating a second subsurface stress model based on another one of the first geomechanical property models and the stress model, the strain model, or the combination thereof, wherein the first and second subsurface stress models have a higher resolution than the stress model, the strain model, or the combination thereof. 2. The method of claim 1 , wherein the first geomechanical property models are generated based at least partially on a plurality of stochastic seismic inversion property models, and wherein the stochastic seismic inversion property models are based at least partially on the seismic data. 3. The method of claim 2 , further comprising averaging the first geomechanical property models to generate the second geomechanical property model. 4. The method of claim 1 , wherein the second geomechanical property model is generated based on a deterministic seismic inversion model, and wherein the deterministic seismic inversion model is based at least partially on the seismic data. 5. The method of claim 1 , wherein the one or more subsurface stress models are generated by solving for equilibrium within the stress model, the strain model, or the combination thereof. 6. The method of claim 1 , further comprising displaying the one or more subsurface stress models. 7. The method of claim 1 , wherein the one or more subsurface stress models are generated using constant local strain with a stiffness matrix and a strain tensor, wherein the stiffness matrix has a higher resolution than the strain tensor. 8. The method of claim 1 , wherein the one or more subsurface stress models are generated using weighted constant local strains. 9. The method of claim 8 , further comprising reducing a potential energy of the local strains. 10. The method of claim 1 , wherein the one or more subsurface stress models are generated using a variable strain by making use of shape functions to distribute strains within the stress model, the strain model, or the combination thereof. 11. The method of claim 1 , wherein the seismic data comprises seismic angle stacks, a well log, a 3D geological grid, or a combination thereof captured by a downhole tool. 12. The method of claim 1 , wherein generating the stress model, the strain model, or the combination thereof comprises assigning stress boundary conditions such that a stress field in the stress model, the strain model, or the combination thereof is matched with actual field observations that allow an inference of actual field subsurface stress magnitudes and directions. 13. The method of claim 1 , wherein generating the plurality of first geomechanical property models based at least partially on the seismic data comprises estimating static properties based at least partially on amplitude-variation-with-offset inversion data and actual tests to derive and apply formation-specific correlations linking the static properties and dynamic properties. 14. The method of claim 1 , wherein a single element from the stress model, the strain model, or the combination thereof contains a plurality of elements from the first subsurface stress model. 15. The method of claim 1 , wherein a strain from the second geomechanical property model is mapped to the first and second subsurface stress models by identifying fine scale elements from the first geomechanical property models that exist within a single coarse scale element from the second geomechanical property model. 16. The method of claim 1 , wherein the first and second subsurface stress models have a same resolution as the first geomechanical property models. 17. The method of claim 1 , wherein the second geomechanical property model is generated based at least partially on the seismic data and depth conversion data, and wherein the depth conversion data comprises a velocity model. 18. The method of claim 1 , wherein the second geomechanical property model is generated based at least partially on the seismic data and a horizon interpretation. 19. The method of claim 1 , wherein the second geomechanical property model comprises: a velocity model; an anisotropic stiffness tensor; a fluid model comprising well calibration data that is output from pore pressure data; and well calibration data that is output from uniaxial compressive strength, friction angles, or both. 20. The method of claim 1 , wherein the stochastic seismic inversion is performed on an angle stack in the seismic data. 21. The method of claim 1 , wherein the acoustic impedance, the ratio of the compression wave velocity to the shear wave velocity, and the density, represented in the plurality of first geomechanical property models individually have a direct relationship with one or more dynamic mechanical properties of Young's modulus of the subterranean formation and one or more dynamic mechanical properties of Poisson's ratio of the subterranean formation. 22. A non-transitory computer-readable medium storing instructions that, when executed by at least one processor of a computing system, cause the computing system to perform operations, the operations comprising: generating inversion attributes by performing a stochastic seismic inversion on seismic data of a subterranean formation, wherein the inversion attributes comprise acoustic impedance, a ratio of a compression wave velocity to a shear wave velocity, and density; generating a plurality of first geomechanical property models based at least partially on the inversion attributes, wherein the plurality of first geomechanical property models individually represent the acoustic impedance, the ratio of the compression wave velocity to the shear wave velocity, and the density, and wherein the first geomechanical property models are substantially equally probable to one another; generating a second geomechanical property model that has a lower resolution than the first geomechanical property models; generating a stress model, a strain model, or a combination thereof using the second geomechanical property model, wherein the stress model, the strain model, or the combination thereof has a
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