The disclosure relates to systems for determining rock properties using acoustic logging.
In traditional acoustic logging tools receivers are usually spaced equidistantly along a borehole axis; often the receivers are placed at a fixed distance from a tool axis or from the borehole axis in a radial direction. Thus, V. Pistre, et. al. shows in paper “A modular wireline sonic tool for measurement of 3D (azimuthal, radial and axial) formation acoustic properties”, SPWLA 46th annual logging symposium, 2005, that spatial pressure distribution in a fluid is measured by receivers disposed at a given distance from a borehole axis at points having different azimuthal and axial coordinates. This configuration allows the calculation of an arrival time of several waves propagating along the borehole axis, for example, P and S head waves and borehole modes (e.g., Stoneley or pseudo-Rayleigh wave).
Other measuring schemes used to obtain information about azimuthal dependence of the pressure are described by C. B. Vogel and R. A. Heroltz in “The CAD, a circumferential acoustical device for well logging, SPE 6819, (1977)”, and in US Patent Application Publication No. 2011/0019501. According to these publications the receivers are placed near a borehole wall and measure the azimuth pressure field distribution. This configuration is useful to obtain information about surface waves propagating along interfaces between elastic and liquid media. However, all the above devices measure pressure distribution at a fixed distance from the borehole axis or from the tool so they cannot be used to obtain information on the radial distribution of the wave field. This configuration cannot be optimal from the point of view of measurement accuracy and solution of several kinds of inverse problems (for example, for calculating dispersion properties of propagating waves, determining physical properties of a drilling mud, casing or surrounding formation), or in the case of spatial sampling and/or optimizing the number of measuring points. To date methods to measure elastic wavefield spatially (including different radii) are not available; and information about the radial distribution of fields is not used at the stage of processing the data.
In various embodiments, the disclosure provides measuring of spatial distribution of a pressure wavefield or other components of the wave field (elastic stress, strain, velocity, displacements and accelerations) along three coordinates, including at different radial distance. The use of spatially distributed receivers as logging tools can facilitate separation of the borehole modes in signals detected which can optimize the measurement and subsequent signal processing. The measuring system proposed allows the position of receivers to vary and to measure pressure and other components of the wave field (elastic stress, strain, velocity, displacements and accelerations) dependence on all three coordinates.
The disclosed acoustic logging tool comprises at least one emitter and at least two receivers; the receivers are installed in positions having different azimuthal coordinates and are capable of measuring a wave field at different distances from a vertical axis of the tool.
The receivers can be installed so that it is possible to change their azimuthal or radial position during measurements; it is also possible to change position of the receivers on the axial coordinate. Distributed receivers can be used as the receivers.
The method can be used for measuring pressure, stresses, deformations, displacements, velocities or acceleration wave fields.
According to one embodiment of the disclosure the acoustic logging tool comprises a cylindrical body and at least two pairs of arms disposed at different heights along the body; one end of each upper and each lower arm is attached to the cylinder body rotatably. In each pair, a receiver is attached to a movably connected free end of the lower end of the upper arm. The attached to the body end of at least one arm in each pair of the arms is movable along the body in the vertical direction. The vertically movable ends of the upper or the lower arms in all pairs can be disposed at the same level in the height of the body and can be rigidly interconnected. The receiver can be a distributed receiver made in the form of elastic or flexible tape with attached receivers; one end of the tape is fixed to the body and the other end of the tape is attached to the free ends of the upper and the lower arms.
According to an embodiment of the invention the attached to the body ends of the upper and the lower arms in each pair of arms are movable along the body in the vertical direction. The vertically movable ends of the upper arms or of the lower arms or both can be disposed at the same level and can be rigidly interconnected. The receiver can be a distributed receiver made in the form of an elastic or a flexible tape with attached receivers; one end of the tape is fixed to the body and the other end of the tape is attached to the free ends of the upper and the lower arms.
According to an embodiment of the disclosure, the acoustic logging tool comprises a cylindrical body and at least two arms attached to the body perpendicularly to a vertical axis of the tool at the same height along the body; each arm is attached to the body by one end and a receiver is mounted on a free end of each arm and the arms are extendable in a radial direction from a vertical axis of the tool.
According to an embodiment of the disclosure, the acoustic logging tool comprises a cylindrical body and at least two arms attached to the body; each arm is attached to the body by one end and a receiver is mounted on a free end of each arm. Each arm is disposed at an angle to a vertical axis of the tool; and are capable of extending or changing the angle between the tool axis and the arm, or both. A flexible telescopic rod can be attached to each receiver perpendicularly to the vertical axis of the tool. An opposite end of the rod is connected to the body.
In all the above embodiments distributed receivers can be used as the receivers.
According to yet another embodiment the receivers can be installed on at least two grids having different radii in points having different azimuthal and axial coordinates.
Those skilled in the art should more fully appreciate advantages of various embodiments of the present disclosure from the following “Description of Illustrative Embodiments,” discussed with reference to the drawings summarized immediately below.
The disclosed system allows one to make measurements at any point inside a borehole. Unlike the standard measurement schemes, choosing the configuration of the spatial distribution of receivers (distribution of measurement points in radial direction, along the axis and on azimuth angle) can give the best results. From the mathematical point of view the data on the wave fields obtained in multiple locations can improve the result of solving the inverse problem. Moreover, processing signals recorded by receivers in different radial coordinates gives an opportunity to obtain information that is not available when a traditional detector configuration is used.
It is possible to vary a receiver position during logging to optimize the accuracy of measurements (e.g., through improving the signal to noise ratio) and getting additional information to calculate the wave field.
One embodiment of the disclosure is shown in
The process of measuring a field using this described embodiment comprises the following steps. The logging tool and its software are prepared for measurements and then the tool is placed into the borehole. The tool is moved along the borehole according to a preset algorithm and a point along the axis of the borehole is selected where the measurement of the wave field will be made. The joint elements 4 located on the guide rail 5 are driven along the guide rail, for example, using an electric motor (not shown). This move results in a change of the angle between the upper and the lower arms 3 which changes radial and axial positions of the receivers 2. The joint elements 4 are moved to such a distance that the position of the receivers 2 corresponds to the specified value. After installing the receivers 2 to the desired position an acoustic signal is emitted, wave field parameters are measured and recorded. These steps can be repeated to make measurements at points having different values of axial, radial and azimuthal coordinates. The measurements in other geometric configurations of the tool along the wellbore are made in the same manner.
Thus, this positioning system allows measurements to be performed at any distance from the tool surface to a borehole wall. In addition, it is important to ensure rotation of the module to cover all possible azimuthal angles. Moving the tool along the borehole axis allows a measuring pressure at any point in drilling mud between the surface of the tool and the borehole wall.
A problem of a potential change in position of the receivers along the axial coordinate due to the change of their radial position can be avoided if two movable ends of the arms 3 (see
The process of measuring field using this tool is as follows. The tool is placed at the measurement point inside the borehole and the arms 3 are extended (for example, using an electric motor or a pneumatic pump). This extension can be made independently for each arm and can be accompanied by rotating the tool body and/or rotating a section of the receivers around the tool axis. Therefore, changing an angle of rotation of the receivers 2 and their distance from the axis of the tool, the receivers 2 can be installed in positions with preset coordinates (the radial, axial and azimuthal coordinates).
As soon as the receivers 2 are installed in the required position an acoustic signal is generated by an emitter and a wave field is measured and recorded. These steps can be repeated to make measurements of the field at points having different values of axial, radial and azimuthal coordinates.
In a tool shown in
The process of measuring a field using this tool is as follows. As soon as the tool is placed in the borehole at the measurement point, the arms 7 are extended (using, for example, an electric motor or a pneumatic pump). The extension leads to a change of the angle between arm 3 and body 1. This allows the control of a radial position of the receiver 2 attached to the end of the arm 3 and to change a radial and axial positions of the receivers 2.
As soon as the receivers 2 are installed to the desired position an acoustic signal is generated by an emitter and the wave field is measured. These steps can be repeated to measure the field at points having different values of the axial, radial and azimuthal coordinates.
It is possible to use an elastic or flexible tape 8 with receivers 2; the tape extends from a surface of the body 1 to a point with a selected radial position (see
The measurements using the tool are carried out as follows. The tool is installed in the borehole at the point of measurement and the arms 7 are extended (for example, by using an electric motor or a pneumatic pump). The extension leads to a change of the angle between the arm 3 and the body 1. This allows control of a radial position of block 9 of the receivers 2 attached to the end of the arm 3 and to change radial and axial positions of the receivers 2 until the block 9 is pressed against the borehole wall 6.
When the block 9 of the detectors 2 is installed in the required position an acoustic signal is emitted and the wave field is measured.
These steps can be repeated to measure the field at points having different values of axial, radial and azimuthal coordinates.
The tool has no moving parts which provides for better reliability than in the tools having extended arms. Moreover, the relevant points in the grids can be connected using a tape with receivers (similar to the situation shown in
An example of an algorithm to restore the pressure field in liquid is given below; this algorithm can apply to the embodiments shown in
Let's consider a model of a borehole penetrating a sandstone formation and filled with a fluid. The borehole has a radius 0.1 m and geometric and elastic parameters have the following values:
Water: density ρf=1000 kg/m3; wave velocity Cf=1500 m/s;
Sandstone: density ρf=2200 kg/m3; velocity of shear waves Ct=1840 m/s; velocity of longitudinal waves Ct=2920 m/s.
The pressure is measured in at least four points of the fluid having the following coordinates: (r1,θ1,z1), (r2,θ2,z2), (r1,θ1,z2), (r1,θ2,z1). If one of the normal modes propagating in the borehole dominates in a signal, a pressure value can be represented as follows:
P
1(r1,θ1,z1)=Aln(βr1)ei(nθ
P
2(r2,θ2,z2)=Aln(βr1)ei(nθ
P
3(r1,θ1,z2)=Aln(βr1)ei(nθ
P
4(r1,θ2,z1)=Aln(βr1)ei(nθ
where n—an azimuthal wavenumber of the mode selected, k—an axial wavenumber, β=√{square root over (k2−kf2)}, kf=ω/Cf—a fluid wavenumber, ln(x)—modified Bessel function, A—a scalar constant depending on source function. Selecting two different points it is possible to derive various physical properties in the following way:
By solving this equation it is possible to obtain the value of the wavenumber k (or a value inverse to velocity along the borehole axis).
By solving this equation the value of n is obtained.
Solving this equation we obtain the value of β or (C)(f). In contrast to conventional logging tools where calculation of the sound velocity in a drilling mud is quite challenging, the method disclosed calculates the sound velocity using data from two receivers.
d) Entering the values obtained for k, n and b into the formula for pressure in the fluid we derive the formula to calculate pressure at any point (rx,θx,zx) of the fluid:
Therefore, to restore the full wave field formed by a signal of a well mode it is sufficient to know the pressure value at one point and n, k and β values which can be calculated from the data obtained at the other three points. This means that information on pressure at four points having specified coordinates is sufficient to restore the entire field corresponding to the propagating mode. Despite the fact that four points are sufficient to predict the pressure field, increasing the number of measurement points avoids the effect of solution periodicity and provides for more accurate results. Further, the algorithm calculates the sound velocity in a drilling mud.
It can seen that the algorithm is applicable only when certain conditions on point positions are met (for example,
This is caused by periodical dependence of pressure distribution on all three coordinates. This periodicity should be avoided during the measurements.
The measurement of the wave field by spatially distributed receivers can be useful in situations of anisotropic formations and non-ideal boreholes (for example, oval boreholes) due to more careful analysis of the data obtained from radial sampling of the pressure.
Number | Date | Country | Kind |
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2013135667 | Jul 2013 | RU | national |
This application is a U. S. National Stage Application under 35 U.S.C. §371 of Patent Cooperation Treaty Application Number PCT/RU2014/000520 filed Jul. 17, 2014, which claims priority to Russian Patent Application No. 2013135667 filed Jul. 30, 2013. Both of these applications are incorporated herein by reference in their entireties
Filing Document | Filing Date | Country | Kind |
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PCT/RU2014/000520 | 7/17/2014 | WO | 00 |