Pseudo-random binary sequence measurement method

• US 5,406,530 A
• Filed: 06/08/1994
• Issued: 04/11/1995
• Est. Priority Date: 03/20/1992
• Status: Expired due to Term

• Current Assignee: Kawasaki Steel Corporation (JFE Holdings Incorporated)
• Original Assignee: Kawasaki Steel Corporation (JFE Holdings Incorporated)
• Inventors: Yamamoto, Tokuo
• Primary Examiner(s): Lobo, Ian J.
• Application Number:
  US08/257,468
• Time in Patent Office: 307 Days
• Field of Search: 367/25, 367/39, 367/41, 367/57, 367/86, 367/32, 367/49, 364/421, 364/422, 73/151, 181/102
• US Class Current: 367/57
• CPC Class Codes: G01V 1/42 using generators in one well and receivers elsewhere or vice versa G01V1/52 takes precedence

Abstract

A non-destructive method of measuring physical characteristics of sediments to obtain a cross-sectional distribution of porosity and permeability values and variations, and of shear modulus and shear strength. A pair of boreholes have borehole entries spaced apart from each other at a predetermined distance, and a plurality of hydrophones are spaced at predetermined known positions. A pseudo-random binary sequence code generator as a source of seismic energy is placed into another borehole and activated to transmit pseudo-random wave energy from the source to the hydrophones. Seismic wave characteristics are measured in a multiplicity of paths extending from the source to the hydrophones, using cross-bore tomography.

Claims

1. In a non-destructive method of measuring physical characteristics of sediments, the steps which comprise:

(a) forming a borehole extending at least to a known depth beneath the sediment surface, said borehole having an entry,

(b) placing a hydrophone at a known position,

(c) placing a source of pseudo-random code seismic energy at a known position with respect to said hydrophone, at least one of said hydrophone and said source being placed in said borehole,

(d) generating a pseudo-random code causing said source to transmit seismic wave energy in at least two sequential transmissions at different frequencies each in the form of said pseudo-random binary sequence and each passing through said sediment from said source to said hydrophone,

(e) measuring seismic wave characteristics of said wave energy at each said different frequency in a path extending from the known position of said source to the known position of said hydrophone,

(f) moving the source of seismic energy to another known position relative to said hydrophone, and

(g) again activating said source to transmit seismic wave energy in at least two sequential transmissions at different frequencies each in the form of said pseudo-random binary sequence through said sediment and making further pseudo-random code seismic wave characteristics measurements in a path extending beneath said sediment surface from said source to said hydrophone.

2. In a non-destructive method of measuring physical characteristics of sediments, the steps which comprise:

(a) forming at least a pair of boreholes spaced apart from each other at a predetermined distance, said boreholes extending at least to known depths beneath the sediment surface, said boreholes having entries,

(b) placing a hydrophone at a known position in a borehole beneath said sediment surface,

(c) placing a source of pseudo-random code seismic energy into another of said boreholes beneath said sediment surface at a known position with respect to said hydrophone,

(d) generating beneath said sediment surface a pseudo-random code causing said source to transmit seismic wave energy in at least two sequential shots at different frequencies through said sediment in the form of said pseudo-random binary sequence from said source to said hydrophone,

(e) measuring seismic wave characteristics of said wave energy at each said different frequency in a path extending beneath said sediment surface from the known position of said source to the known position of said hydrophone,

(f) moving the source of seismic energy to a known position relative to said hydrophone, said position being beneath said sediment surface, and

(g) again activating said source to transmit seismic wave energy in at least two sequential shots at different frequencies through said sediment in the form of said pseudo-random binary sequence and making further pseudo-random code seismic wave characteristics measurement in a path extending through said sediment from said source to said hydrophone.

3. In a non-destructive method of measuring physical characteristics of sediments, the steps which comprise:

(a) forming at least a pair of boreholes spaced apart from each other at a predetermined distance, said boreholes extending at least to known depths beneath the sediment surface, said boreholes having entries,

(b) placing a plurality of hydrophones spaced at predetermined known positions substantially along said sediment surface between said borehole entries,

(c) placing a multiplicity of hydrophones spaced apart from one another at known positions within at least one of said boreholes,

(d) placing a source of pseudo-random code seismic energy into another of said boreholes at a known position with respect to said hydrophones.

(e) activating said source according to said pseudo-random code to transmit seismic wave energy in at least two sequential shots at different frequencies through said sediment from said source in said another borehole to said hydrophones,

(f) measuring seismic wave characteristics of said wave energy at each said different frequency in a multiplicity of paths extending through said sediment from the position of said source to the positions of said hydrophones,

(g) moving the source of seismic energy relative to said hydrophones, and

(h) again activating said source in at least two sequential shots at different frequencies and making further pseudo-random code seismic wave characteristics measurements in a multiplicity of paths through said sediment and extending to said hydrophones.

4. The method defined in claim 3 wherein said source of seismic energy is a piezoelectric ceramic transducer.

5. The method defined in claim 3 wherein said boreholes are substantially parallel to each other.

6. The method defined in claim 5 wherein said boreholes are substantially vertical.

7. The method defined in claim 3 wherein said boreholes are of substantially equal depth.

8. The method defined in claim 3 wherein said hydrophones are substantially equally spaced.

9. The method defined in claim 3 wherein said measuring step comprises measurement of specific attenuation and velocity of said transmitted seismic wave energy.

10. The method defined in claim 3 wherein the measured seismic wave characteristics include compressional wave velocity with frequency change.

11. The method defined in claim 3 wherein the measured seismic wave characteristics include specific attenuation with frequency change.

12. The method defined in claim 3 wherein the measured seismic wave characteristics include both compressional wave velocity and specific attenuation, both with frequency change.

13. The method defined in claim 3 wherein the pseudo-random signal frequency is varied.

14. The method defined in claim 13 wherein the pseudo-random binary sequence code carrier frequency is varied at about 1, 2, 4, 8 and 10 kilohertz.

15. The method defined in claim 3 wherein the respective boreholes are about 70-200 meters apart.

16. A non-destructive method of measuring physical characteristics of sediment, said method comprising the steps of:

(a) placing at least one hydrophone at a known position;

(b) placing a source of pseudo-random code seismic energy at a known position with respect to said at least one hydrophone;

(c) generating a pseudo-random code causing said source to transmit said pseudo-random code seismic energy in at least two sequential transmissions at different frequencies from said source to said at least one hydrophone;

(d) measuring the time required for said pseudo-random code seismic energy to travel from said source to said at least one hydrophone at each said different frequency;

(e) moving said source to another known position with respect to said at least one hydrophone;

(f) repeating steps (c) through (e); and

(g) determining said physical characteristics of said sediments from said time required for said pseudo-random code seismic energy to travel from said source at each said known position to said at least one hydrophone at each said different frequency.

17. The method described in claim 16, wherein said method further comprises the steps of forming a borehole in said sediment and placing said at least one hydrophone within said borehole.

18. The method described in claim 16, wherein said method further comprises the steps of forming a borehole in said sediment and placing said source at said known position within said borehole.

19. The method described in claim 16, wherein said physical characteristic of said sediment is sediment permeability (k_s) and said sediment has a bulk density (ρ

), a porosity (β

), and a dynamic viscosity (η

), and the step of determining said sediment permeability (k_s) at a relaxation frequency (ƒ

_r) for a fluid having a density (ρ

_f) is performed according to the formula ##EQU1## wherein m is an added mass value of ##EQU2## and α

is an added mass, V_o is said velocity of said pseudo-random code seismic energy as said frequency approaches zero, and V.sub.∞

is said velocity of said pseudo-random code seismic energy as said frequency approaches infinity.

20. The method described in claim 16, wherein said physical characteristic of said sediment is sediment permeability and said step of determining said sediment permeability includes the substeps of:

(a) generating a compressional wave velocity tomograph for each said different frequency;

(b) comparing two of said compressional wave velocity tomographs; and

(c) preparing a compressional wave velocity difference tomograph.