Determining in-situ the relation between seismic velocity and state of stress in an underground formation
View Patent ↗A method of determining in-situ a relation between the seismic velocity and the state of stress in an underground formation located under a surface subjected to time-changing surface loading conditions. A relation is selected between the seismic velocity and the state of stress containing at least one unknown parameter. A seismic source is arranged at surface or in a borehole penetrating the underground formation, and a seismic receiver is arranged at a distance from the seismic source at surface or in a second borehole. At two different times the seismic velocity of the formation along a path from the seismic source to the seismic receiver is determined. The difference in surface loading conditions at the two times is converted in a difference in states of stress in the underground formation. The unknown parameter(s) are calculated to obtain the relation between the seismic velocity and the state of stress in the underground formation.
1. A method of determining in-situ a relation between the seismic velocity and the state of stress in an underground formation located under a surface subjected to time-changing surface loading conditions, which method comprises the steps of
(a) selecting a relation between the seismic velocity and the state of stress, which relation contains at least one unknown parameter;
(b) placing a seismic source at surface or in a borehole penetrating the underground formation, and a seismic receiver at a distance from the seismic source at surface or in a second borehole;
(c) determining at two different times the seismic velocity of the formation along a path from the seismic source to the seismic receiver;
(d) converting the difference in surface loading conditions at the two times in a difference in states of stress in the underground formation; and
(e) calculating the unknown parameter(s) that determine(s) the relation from the seismic velocities and the states of stress to obtain the relation between the seismic velocity and the state of stress in the underground formation.
2. The method of claim 1 , wherein steps (c) and (d) are carried out for one or more further different times.
3. The method of claim 1 , wherein the underground formation is located below a sea floor and wherein the surface loading condition is a change in the tide of the sea above the sea floor.
4. The method of claim 3 , wherein step (c) is carried out repeatedly to obtain a plurality of seismic velocity measurements over a period of at least 4 hours.
5. The method of claim 4 , wherein the plurality of seismic velocity measurements is used to suppress noise.
6. The method of claim 1 wherein step (c) is carried out for a plurality of relative locations between seismic source and seismic receiver.
7. The method of claim 3 , wherein step (c) is carried out repeatedly to obtain a plurality of seismic velocity measurements over a period of at least half a tide cycle.
8. The method of claim 3 , wherein step (c) is carried out repeatedly to obtain a plurality of seismic velocity measurements over a period of at least a full tide cycle.
9. The method of claim 2 , wherein the underground formation is located below a sea floor and wherein the surface loading condition is a change in the tide of the sea above the sea floor.
10. The method of claim 3 , wherein step (c) is carried out for a plurality of relative locations between seismic source and seismic receiver.
11. A method of determining in-situ a relation between the seismic velocity and the state of stress in an underground formation located under a surface subjected to time-changing surface loading conditions, which method comprises the steps of
selecting a relation between the seismic velocity and the state of stress, which relation contains at least one unknown parameter;
using electronic data indicative of a seismic signal transmitted along a path through the formation from a seismic source to a seismic receiver located at a distance from the seismic source to determine at two different times the seismic velocity of the formation along said path;
converting the difference in surface loading conditions at the two times in a difference in states of stress in the underground formation; and
calculating the unknown parameter(s) that determine(s) the relation from the seismic velocities and the states of stress to obtain the relation between the seismic velocity and the state of stress in the underground formation.
12. The method of claim 11 , wherein the seismic source is located at surface.
13. The method of claim 11 , wherein the seismic source is located in a borehole penetrating the underground formation.
14. The method of claim 11 , wherein the seismic receiver is located at surface.
15. The method of claim 11 , wherein the seismic receiver is located in a borehole penetrating the underground formation.
16. The method of claim 11 , wherein the steps of determining the seismic velocity at two different times and of converting the difference in surface loading conditions at the two times are carried out for one or more further different times.
17. The method of claim 11 , wherein the underground formation is located below a sea floor and wherein the surface loading condition is a change in the tide of the sea above the sea floor.
18. The method of claim 17 , wherein the step of determining the seismic velocity at two different times is carried out repeatedly to obtain a plurality of seismic velocity measurements over a period of at least 4 hours.
19. The method of claim 18 , wherein the plurality of seismic velocity measurements is used to suppress noise.
20. The method of claim 11 , wherein the step of determining the seismic velocity at two different times is carried out for a plurality of relative locations between seismic source and seismic receiver.