This invention is generally related to oil and gas wells, and more particularly to measurement of downhole pressure in a borehole during pumping operations.
This patent application is also related to the following commonly-assigned U.S. Patent Application which is hereby incorporated by reference in its entirety: application Ser. No. 11/691,071, entitled “Wireless Logging of Fluid Filled Boreholes”, filed on this same date.
Achieving accurate, real-time bottom hole pressure measurements during borehole stimulation treatments has long been a goal in the oil and gas industry. During fracture treatments, in particular, accurate measurement of bottom hole pressure would allow an operator to observe fracture growth trends in real-time, and change treatment conditions accordingly. However, real-time measurements of bottom hole pressure are rarely performed with current technology because the abrasiveness of a fracturing slurry is destructive to any exposed cable placed in the wellbore for delivering data to the surface. Downhole memory gauges are sometimes used for selected treatments, but these do not enable real-time decision making during the treatment because their data is not delivered to the surface until after the treatment is over.
One attempt to deliver bottom hole pressure measurement data in real-time is described in Doublet, L. E., Nevans, J. W., Fisher, M. K., Heine, R. L, Blasingame, T. A., Pressure Transient Data Acquisition and Analysis Using Real Time Electromagnetic Telemetry, SPE 35161, March 1996 (“Doublet”). Doublet teaches that pressure measurements are transmitted from a downhole gauge to the surface through the formation strata via electromagnetic signals. Although this technique has been used successfully on some wells, it is limited by the borehole depth and the types of rock layers through which a signal could be transmitted clearly. In particular, electromagnetic signals are rapidly attenuated by the formation. These limitations render the technique impractical for use in many wells, and particularly in deep wells.
It is known that implosions at depth in a fluid filled borehole are effective seismic sources. For example, imploding spheres and other shapes have been used as underwater acoustic sources for ocean applications as described in Heard, G. J., McDonald, M., Chapman, N. R., Jashke, L., “Underwater light bulb implosions—a useful acoustic source,” Proc IEEE Oceans '97; M. Orr and M. Schoenberg, “Acoustic signatures from deep water implosions of spherical cavities,” J. Acoustic Society Am., 59, 1155-1159, 1976; R. J. Urick, “Implosions as Sources of Underwater Sound,” J. Acoustic Society Am, 35, 2026-2027, 1963; and Giotto, A., and Penrose, J. D., “Investigating the acoustic properties of the underwater implosions of light globes and evacuated spheres,” Australian Acoustical Society Conference, Nov. 15-17, 2000. Typically, a device with a vacuum or low pressure chamber is released into the water to sink and eventually implode when the hydrostatic pressure exceeds implosion threshold of the device. A triggering mechanism may be used to cause the device to implode before pressure alone would do so as described in Harben, P. E., Boro, C., Dorman, Pulli, J., 2000, “Use of imploding spheres: an Alternative to Explosives as Acoustic Sources at mid-Latitude SOFAR Channel Depths,” Lawrence Livermore National Laboratory Report, UCRL-ID-139032. One example of an implosive device is commercial light bulbs, as described in both Heard, G. J., McDonald, M., Chapman, N. R., Jashke, L., “Underwater light bulb implosions—a useful acoustic source,” Proc IEEE Oceans '97; and Giotto. The controlled use of implosive sources in a wellbore is described in U.S. Pat. No. 4,805,726 of Taylor, D. T., Brooks, J. E., titled “Controlled Implosive Downhole Seismic Source.” Seismic sources generate low frequency tubewaves which propagate up and down the borehole over long distances with a clearly defined velocity and little dispersion, particularly in cased wells. Indeed, tubewaves propagate with so little attenuation that they are the major source of noise in conventional borehole seismic surveys. Tubewaves are described, for example, in White, J. E., 1983, “Underground Sound: Application of Seismic Waves,” Elsevier, ISBN 0-444-42139-4 (“White”).
In accordance with one embodiment of the invention, apparatus operable to facilitate calculation of a depth at which a condition occurs in a borehole containing a fluid, the borehole having a head and a bottom, comprises: a hollow body which defines a chamber; and a feature which initiates generation of a tubewave based on exposure to a predetermined value of at least one physical property selected from the group including pressure, time, temperature, pH, and background radiation.
In accordance with another embodiment of the invention, apparatus operable to calculate a depth at which a condition occurs in a borehole containing a fluid, the borehole having a head and a bottom, comprises: a canister operable in response to occurrence of the condition at a first position in the borehole to generate first and second tubewaves in the well, the first tubewave propagating from the position directly toward the head, and the second tubewave propagating from the position toward the bottom of the borehole and then being reflected toward the head; at least one sensor operable to detect arrival of the first and second tubewaves at a second position of known depth; and an analyzer operable to calculate depth of the first position relative to the depth of the bottom of the borehole or other reflector as a function of difference in detected arrival time of the first and second tubewaves at the second position.
In accordance with another embodiment of the invention, a method for facilitating calculation a depth at which a condition occurs in a borehole containing a fluid, the borehole having a head and a bottom, comprises: generating a tubewave with a hollow body which defines a chamber and a feature which initiates generation of the tubewave based on exposure to a predetermined value of at least one physical property selected from the group including pressure, time, temperature, pH, and background radiation.
In accordance with another embodiment of the invention, a method for calculating a depth at which a condition occurs in a borehole containing a fluid, the borehole having a head and a bottom, comprises: generating, with a canister operable in response to occurrence of the condition at a first position in the borehole, first and second tubewaves in the borehole, the first tubewave propagating from the position directly toward the head, and the second tubewave propagating from the position toward the bottom of the borehole and then being reflected toward the head; detecting arrival of the first and second tubewaves at a second position of known depth with at least one sensor; and employing an analyzer to calculate depth of the first position relative to the depth of the bottom of the borehole or other reflector as a function of difference in detected arrival time of the first and second tubewaves at the second position.
It should be noted that the down-going tubewave (110a) may be reflected before reaching the bottom of the borehole (112). For example, a major change in borehole impedance may cause reflection of the down-going tubewave. In some cases it may be necessary to distinguish that reflection from a reflection at the bottom of the well. In other cases where the depth of the feature is known, the tubewave reflected by the feature may be employed in the depth calculation. Other signals generated by the implosion such as extensional or flexural waves in the casing might also be detected at the surface. If they are present and have known propagation speed then they may be used as an additional or alternative method for determining the depth of the implosion. Still other signals, such as those generated by a pump, may need to be removed by filtering.
Various techniques may be employed to calculate implosion depth from the delta of tubewave arrival times. For example, the propagation speed, V, of the tubewave in a fluid-filled cased borehole is described by White (1983) as:
V=[ρ(1/B+1/(μ+(Eh/2b))]−1/2.
where ρ is fluid density, B is the bulk modulus of the fluid, μ is the shear modulus of the rock, E is Young's modulus for the casing material, h is the casing thickness and b is the casing outer diameter. For a water-filled borehole, an acceptable approximation of V is 1450 m/s. For drilling mud this velocity may vary slightly due to increases in the density, ρ, or changes in the bulk modulus, B. Either density or bulk modulus can be measured for a particular fluid under consideration, and modifications made to the value of V if necessary.
Various techniques may be employed for calibrating the tubewave speed. For example, multiples show the total roundtrip period. Further, autocorrelation of pump noise shows the total roundtrip period. Still further, a source at surface can determine total roundtrip period.
In the embodiment illustrated by
T1−T0=Z/V
and
T2−T0=(2D−Z)/V.
The unknown origin time can then be eliminated from these two equations to obtain an expression for the depth of the implosion:
Z=D−V(T2−T1)/2.
There are a variety of ways to detect tubewave arrival times and arrival delays, including manual picking, automatic thresholding algorithms, and autocorrelation based approaches. More sophisticated approaches may be required if the typical noise field is more complex, or if multiple canisters designed to implode at varying pressures are deployed simultaneously.
Using the techniques described above, multiple canisters (100) may be used to generate a multi-point pressure profile of the well. In particular, multiple canisters having different implosion values provide a profile of pressure versus depth, and multiple canisters having the same implosion value inserted sequentially over a period of time provide an indication of pressure/depth change over time. In one embodiment the multi-point pressure profile is generated by repeating the technique described above with various canisters, each of which is designed to implode at a different pressure, e.g., 100 PSI, 200 PSI, 300 PSI, 400 PSI. In particular, a second canister is introduced after implosion of a first canister, a third canister is introduced after implosion of the second canister, and so on. This procedure may be repeated in order to detect pressure profile changes in real-time.
Referring now to
Various materials may be utilized to form the canister body. A metal body is relatively durable and easily constructed. However, if resulting debris is a concern then materials such as certain types of glass which are designed to shatter into many small pieces may be utilized. Alternatively, the metal body may be formed with fragmentation features that control debris size after implosion.
The chamber (304) volume and rupture disk (308) (or orifice) surface area may be selected to yield selected acoustic characteristics upon implosion. One factor in determining tubewave amplitude is chamber (304) size (volume). Another factor is the pressure difference between the interior and exterior of the chamber at the moment of implosion. The greater the volume of the chamber being collapsed and the greater the pressure difference, the greater the amount of energy being released, and thus the greater the amplitude of the resulting tubewave. One factor in determining tubewave frequency is the surface area of the failure during implosion, because the time over which the chamber energy is released is a function of failure surface area. Depending on the embodiment, the orifice or rupture disk may define the failure surface area during implosion. In particular, in an embodiment where the implosion value of the body (302) is sufficiently greater than that of the pressure rupture disk (308), the failure area is defined by the surface area of the pressure rupture disk which is mounted in the orifice. In an embodiment such as a glass sphere or other monolithic body, the surface area of failure may be the surface area of the body (302). In either case, the greater the surface area of failure, the less time over which the energy is released, and the greater the frequency of the resulting tubewave. The particular amplitude and frequency characteristics can be advantageously used to acoustically tag particular canisters or classes of canisters. In other words, the acoustically tagged canister produces a tubewave of particular frequency and amplitude which can be distinguished from other tubewaves and ambient energy as will be described in further detail below.
One technique for using acoustically tagged canisters is to contemporaneously introduce multiple, acoustically tagged canisters into the borehole in order to reduce the period of time required to obtain multiple pressure data points. A canister with a first implosion value has a first acoustic tag, a canister with a second implosion value has a second acoustic tag, and so on. Tubewaves from implosions received by the hydrophones are distinguished from each other by the analyzer (116) based on amplitude, frequency, or both, prior to calculation of depth. Individually calculating the depth Z of each implosion then yields a coarse depth versus pressure relationship for the borehole at the time of the survey. This procedure may be repeated in order to detect pressure profile changes over time, and in real-time.
Referring to
An arming mechanism (512) is used to avoid premature implosion. In particular, the arming mechanism prevents the internal rupture disks (508a, 508b, 508c) from being subjected to the pressurized borehole fluid until an arming rupture disk (514) mounted at the outer orifice (506) is breached. The arming mechanism may include a timer operable to delay arming of the canister for a predetermined amount of time, e.g., to avoid premature implosion due to proximity to a pump. The arming mechanism may also be configured to avoid the specific conditions which might cause premature implosion, such as pressure pulses resulting from proximity to a pump when the canister is introduced into the well. In particular, overpressure caused by the pump could be identified based on pressure versus time characteristics, and the arming mechanism could be designed to arm the canister only after the pump pressure has been determined to have been present and then subsided.
While the invention is described through the above exemplary embodiments, it will be understood by those of ordinary skill in the art that modification to and variation of the illustrated embodiments may be made without departing from the inventive concepts herein disclosed. Moreover, while the preferred embodiments are described in connection with various illustrative structures, one skilled in the art will recognize that the system may be embodied using a variety of specific structures. Accordingly, the invention should not be viewed as limited except by the scope and spirit of the appended claims.
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