Determining safe drilling mud weight
A number of average compressibility values of a fractured rock in a wellbore from a depth of interest is determined, where each of the number of average compressibility values is determined according to a different average scheme. For each of the number of average compressibility values, a set of effective stresses' values based on that average compressibility value. For each determined set of stresses values, a set of mud weight window values is determined based on the set of stresses values. A mud weight for the wellbore is adjusted to be within the determined set of mud weight window.
1. A computer-implemented method, comprising:
determining a plurality of average compressibility values of a fractured rock in a wellbore from a depth of interest, wherein each of the plurality of average compressibility values is determined according to a different average scheme;
for each of the plurality of average compressibility values, determining a set of effective stresses values based on a respective average compressibility value;
for each determined set of effective stresses values, determining a set of mud weight window values based on the set of effective stresses values; and
adjusting mud weight for the wellbore to be within a respective mud weight window value of the set of mud weight window values.
2. The computer-implemented method of claim 1 , wherein the different average scheme used to determine one of the plurality of average compressibility values is a harmonic mean, an arithmetic mean, or a geometric mean.
3. The computer-implemented method of claim 1 , wherein determining the set of effective stresses values comprises substituting the respective average compressibility value together with at least one of a wellbore trajectory, an in-situ stresses, a pore pressure, and a rock poromechanical properties to a dual-porosity poroelastic analytic solution.
4. The computer-implemented method of claim 1 , wherein determining a set of stresses values comprises determining values of an effective tangential stress, an effective axial stress, an effective radial stress, and three different shear stresses.
5. The computer-implemented method of claim 1 , comprising determining a set of stress values based on a dual-porosity dual-permeability poroelastic model.
6. The computer-implemented method of claim 1 , wherein determining the set of mud weight window values further comprises selecting a set of mud weight window values with a smallest range of values.
7. The computer-implemented method of claim 1 , wherein the determined plurality of average compressibility values according to different average schemes is associated with fractures' geometrical characteristics.
8. The computer-implemented method of claim 1 , wherein determining the set of mud weight window values based on the set of effective stresses values comprises applying at least one rock failure criteria to analyze wellbore stability.
9. A non-transitory, computer-readable medium storing one or more instructions executable by a computer system to perform operations comprising:
determining a plurality of average compressibility values of a fractured rock in a wellbore from a depth of interest, wherein each of the plurality of average compressibility values is determined according to a different average scheme;
for each of the plurality of average compressibility values, determining a set of effective stresses values based on a respective average compressibility value;
for each determined set of effective stresses values, determining a set of mud weight window values based on the set of effective stresses values; and
adjusting mud weight for the wellbore to be within a respective mud weight window value of the set of mud weight window values.
10. The non-transitory, computer-readable medium of claim 9 , wherein the different average scheme used to determine one of the plurality of average compressibility values is a harmonic mean, an arithmetic mean, or a geometric mean.
11. The non-transitory, computer-readable medium of claim 9 , wherein determining the set of effective stresses values comprises substituting the respective average compressibility value together with at least one of a wellbore trajectory, an in-situ stresses, a pore pressure, and a rock poromechanical properties to a dual-porosity poroelastic analytic solution.
12. The non-transitory, computer-readable medium of claim 9 , wherein determining a set of stresses values comprises determining values of an effective tangential stress, an effective axial stress, an effective radial stress, and three different shear stresses.
13. The non-transitory, computer-readable medium of claim 9 , comprising determining a set of stress values based on a dual-porosity dual-permeability poroelastic model.
14. The non-transitory, computer-readable medium of claim 9 , wherein determining the set of mud weight window values further comprises selecting a set of mud weight window values with a smallest range of values.
15. The non-transitory, computer-readable medium of claim 9 , wherein the determined plurality of average compressibility values according to different average schemes is associated with fractures' geometrical characteristics.
16. The non-transitory, computer-readable medium of claim 9 , wherein determining the set of mud weight window values based on the set of effective stresses values comprises applying a at least one rock failure criteria to analyze wellbore stability.
17. A computer-implemented system, comprising:
one or more computers; and
one or more computer memory devices interoperably coupled with the one or more computers and having tangible, non-transitory, machine-readable media storing one or more instructions that, when executed by the one or more computers, perform one or more operations comprising:
determining a plurality of average compressibility values of a fractured rock in a wellbore from a depth of interest, wherein each of the plurality of average compressibility values is determined according to a different average scheme;
for each of the plurality of average compressibility values, determining a set of effective stresses values based on a respective average compressibility value;
for each determined set of effective stresses values, determining a set of mud weight window values based on the set of effective stresses values; and
adjusting mud weight for the wellbore to be within a respective mud weight window value of the set of mud weight window values.
18. The computer-implemented system of claim 17 , wherein the different average scheme used to determine one of the plurality of average compressibility values is a harmonic mean, an arithmetic mean, or a geometric mean, and wherein the average scheme is associated with fractures' geometrical characteristics.
19. The computer-implemented system of claim 17 , wherein determining the set of effective stresses values comprises substituting the respective average compressibility value together with at least one of a wellbore trajectory, an in-situ stresses, a pore pressure, and a rock poromechanical properties to a dual-porosity poroelastic analytic solution.
20. The computer-implemented system of claim 17 , wherein determining a set of stresses values comprises determining values of an effective tangential stress, an effective axial stress, an effective radial stress, and three different shear stresses; and wherein the set of stresses values are determined based on a dual-porosity dual-permeability poroelastic model.