Method of determining the azimuth and length of a deep vertical fracture in the earth

Claim 3

The method as in claim 1 in which said depth D is deeper than 1,000 feet.

Claim 4

The method as in claim 1 in which said array of tiltmeters comprises at least two concentric circles in which the inner circle is of radius in the range of 0.35 D to 0.55 D, and the at least second circle having a radius in the range of 0.75 D to 1.0 D.

Claim 5

The method as in claim 1 in which the azimuth of one sensor in each of said tiltmeters is identical to the azimuth of the line joining that tiltmeter to said selected point.

Claim 6

The method as in claim 1 in which said array is at least a part of a circle, of selected radius, with its center above said point of application of said pressure P.

Claim 7

The method as in claim 5 in which said selected radius lies in the range of 0.35 D to 0.55 D.

Claim 8

The method as in claim 5 in which said selected radius is in the range of 0.4 D to 0.5 D.

Claim 9

The method as in claim 5 in which the circumferential spacings of said tiltmeters in said circular array are equal.

Claim 10

The method as in claim 5 in which the circumferential spacings of said tiltmeters in said circular array are unequal.

Claim 11

The method as in claim 5 in which said circular array is not a complete circle.

Claim 12

The method as in claim 1 and including means to record, as a function of time, said pressure P, and flow rate F, of said pressurized fluid.

Claim 13

The method as in claim 1 in which there is a known relationship between the values of (signal amplitude) 2 , (SA) 2 and X/D as orthogonal coordinates, where X is the perpendicular horizontal distance from a known tiltmeter position to the plane of said deep vertical fracture; the method of converting values of (SA) 2 at one value of X/D to corresponding values at other values of X/D, comprising the steps of; (a) preparing a first curve of (SA) 2 as a function of X/D, where the peak value of SA 2 is labelled 1.0 and all other values ae less than 1.0; (b) determining the horizontal first line from the position of a selected tiltmeter perpendicular to the plane of the deep vertical fracture; and determining the perpendicular distance X from said tiltmeter to said fracture plane along said first line, and determining a first value of X/D; (c) determining the maximum amplitudes of the signal at said first value of X/D on each of said two orthogonal sensors, and knowing the azimuth of maximum sensitivity of each sensor and of said first line, determining the vector sum of said two signals to get a combined signal, and determining said first (SA) 2 ; (d) entering said first curve at the coordinate corresponding to said first value of X/D and reading the corresponding first value of SA 2 , which will be a first number equal to or less than unity; (e) knowing the second value of X/D for which the second SA 2 is desired, entering said first curve at the coordinate corresponding to said second value of X/D, and reading the corresponding second value of (SA) 2 , which will be a second number equal to or less than unity; and (f) multiplying said first value of (SA) 2 by the ratio of said second number to said first number.

Claim 14

Apparatus for determining change in subsurface geologic structure of the earth, due to the application of high pressure fluid, of pressure P, and flow rate F, to the earth at a selected first point, comprising; (a) a substantially vertical borehole in the earth at said selected first point on the surface, and of known depth D; (b) an array of tiltmeter instruments positioned at or near the suface of the earth, in a substantially horizontal array, at known positions relative to said first point, and with known azimuths of the axes of sensitivity of their two orthogonal sensors; (c) means to record as a function of time, a function of the amplitudes of the signals from each of said sensors; (d) means to apply a pressurized fluid to the earth in said borehole in said depth D; and (e) means responsive to said recorded sensor signals, said known positions and azimuths of said sensors, to determine the azimuth of the deep vertical fracture which will form as the result of said fluid flow.

Claim 15

Apparatus for determining change in subsurface geologic structure of the earth, due to the application of high pressure fluid, of pressure P, and flow rate F, to the earth at a selected first point, comprising; (a) a substantially vertical borehole in the earth at said selected first point on the surface, and of known depth D; (b) an array of tiltmeter instruments positioned at or near the suface of the earth, in a substantially horizontal array, at known positions relative to said first point, and with known azimuths of the axes of sensitivity of their two orthogonal sensors; (c) means to record as a function of time, a function of the amplitudes of the signals from each of said sensors; (d) means to apply a pressurized fluid to the earth in said borehole in said depth D; and (e) means responsive to said recorded sensor signals, said known positions and azimuths of said sensors, to determine the azimuth of the deep vertical fracture which will form as the result of said fluid flow.

Claim 16

The apparatus as in claim 13, in which said array is a circle with its center at said first point, and with each of said tiltmeters positioned with the azimuth of one of its sensors identical to the azimuth of the line joining said tiltmeter to said first point.

Claim 17

The apparatus as in claim 13 in which said array is at least a first linear array of tiltmeters, the azimuth of said array being approximately equal to the anticipated azimuth of said deep vertical fracture; and the perpendicular dimension between said array and said fracture being in the range of 0.35 D to 0.55 D.

Claim 18

The apparatus as in claim 15 in which the azimuth of the plane of sensitivity of one of the sensors of each of said tiltmeters is substantially perpendicular to the azimuth of said vertical fracture.

Claim 19

The apparatus as in claim 15 in which the length of said linear array is at least as long as the anticipated length of said fracture.

Claim 20

The apparatus as in claim 15 in which the spacings of said tiltmeters along said array are equal.

Claim 21

The apparatus as in claim 15 in which the spacings of said tiltmeters along said array are unequal.

Claim 22

The apparatus as in claim 15 including a second linear array substantially parallel to said first linear array, spaced symmetrically to said first array on the opposite side of the plane of the fracture.

Claim 23

The apparatus as in claim 20 in which the spacings between adjacent tiltmeters are the same, and equal in said first and second arrays, except that the individual tiltmeter positions in one array are opposite the centers between positions in the second array.

Claim 24

In the apparatus as in claim 13 in which there is a known relationship between the values of (signal amplitude) 2 , (SA) and X/D as orthogonal coordinates, where X is the perpendicular horizontal distance from a known tiltmeter position to the plane of said deep vertical fracture; the method of converting values of (SA) 2 at one value of X/D to corresponding values at other values of X/D, comprising the steps of; (a) preparing a first curve of (SA) 2 as a function of X/D, where the peak value of SA is labelled 1.0 and all other values are less than 1.0; (b) determining the horizontal first line from the position of a selected tiltmeter perpendicular to the plane of the deep vertical fracture; and determining the perpendicular distance X from said tiltmeter to said fracture plane along said first line, and determining a first value of X/D; (c) determining the maximum amplitudes of the signal at said first value of X/D on each of said two orthogonal sensors, and knowing the azimuth of maximum sensitivity of each sensor and of said first line, determining the vector sum of said two signals to get a combined signal, and determining said first (SA) 2 ; (d) entering said first curve at the coordinate corresponding to said first value of X/D and reading the corresponding first value of SA 2 , which will be a first number equal to or less than unity; (e) knowing the second value of X/D for which the second SA 2 is desired, entering said first curve at the coordinate corresponding to said second value of X/D, and reading the corresponding second value of (SA) 2 , which will be a second number equal to or less than unity; and (f) multiplying said first value of (SA) 2 by the ratio of said second number to said first number.