1. Field of the Invention
This invention relates broadly to the in situ testing of a cement annulus located between a well casing and a formation. More particularly, this invention relates to methods and apparatus for an in situ testing of the permeability of a cement annulus located in an earth formation. While not limited thereto, the invention has particular applicability to locate formation zones that are suitable for storage of carbon dioxide in that the carbon dioxide will not be able to escape the formation zone via leakage through a permeable or degraded cement annulus.
2. State of the Art
After drilling an oil well or the like in a geological formation, the annular space surrounding the casing is generally cemented in order to consolidate the well and protect the casing. Cementing also isolates geological layers in the formation so as to prevent fluid exchange between the various formation layers, where such exchange is undesirable but is made possible by the path formed by the drilled hole. The cementing operation is also intended to prevent gas from rising via the annular space and to limit the ingress of water into the production well. Good isolation is thus the primary objective of the majority of cementing operations carried out in oil wells or the like.
Consequently, the selection of a cement formulation is an important factor in cementing operations. The appropriate cement formulation helps to achieve a durable zonal isolation, which in turn ensures a stable and productive well without requiring costly repair. Important parameters in assessing whether a cement formulation will be optimal for a particular well environment are the mechanical and adherence properties of the cement after it sets inside the annular region between casing and formation. Compressive and shear strengths constitute two important cement mechanical properties that can be related to the mechanical integrity of a cement sheath. These mechanical properties are related to the linear elastic parameters namely: Young's modulus, shear modulus, and in turn Poisson's ratio. It is well known that these properties can be ascertained from knowledge of the cement density and the velocities of propagation of the compressional and shear acoustic waves inside the cement.
In addition, it is desirable that the bond between the cement annulus and the wellbore casing be a quality bond determined by the cement's adhesion to the formation and the casing. It is desirable that the cement pumped in the annulus between the casing and the formation completely fills the annulus.
Much of the prior art associated with in situ cement evaluation involves the use of acoustic measurements to determine bond quality, the location of gaps in the cement annulus, and the mechanical qualities (e.g., strength) of the cement. For example, U.S. Pat. No. 4,551,823 to Carmichael et al. utilizes acoustic signals in an attempt to determine the quality of the cement bond to the borehole casing. U.S. Pat. No. 6,941,231 to Zeroug et al. utilizes ultrasonic measurements to determine the mechanical qualities of the cement such as the Young's modulus, the shear modulus, and Poisson's ratio. These non-invasive ultrasonic measurements are useful as opposed to other well known mechanical techniques whereby samples are stressed to a failure stage to determine their compressive or shear strength.
Acoustic tools are used to perform the acoustic measurements, and are lowered inside a well to evaluate the cement integrity through the casing. While interpretation of the acquired data can be difficult, several mathematical models have been developed to simulate the measurements and have been very helpful in anticipating the performance of the evaluation tools as well as in helping interpret the tool data. The tools, however, do not measure fluid dynamic characteristics of the cement.
The present invention is directed to measuring a fluid dynamic property of a cement annulus surrounding a borehole casing. A fluid dynamic property of the cement annulus surrounding a casing is measured by locating a tool inside the casing, placing a probe of the tool in fluid contact with the cement annulus, measuring the change of pressure in the probe over time, where the change in pressure over time is a function of among other things, the initial probe pressure, the formation pressure, and the fluid dynamic property of the cement, and using the measured change over time to determine an estimated fluid dynamic property.
According to one aspect of the invention, a cement annulus location is chosen for testing, and a wellbore tool is used to drill through the casing. In one embodiment, when the drill has broken through the casing and reaches the cement annulus, the drilling is stopped, the pressure probe is set around the drilled hole, and pressure measurements are made. The pressure measurements are then used to determine the fluid dynamic property of the cement. In another embodiment, the drill is used to drill through the casing and into, but not completely through the cement. The pressure probe is then set, and the change of pressure in the probe is measured over time. The drill may then be used to drill further into the cement, and the pressure probe may be reset for additional measurements. Further drilling and further measurements may be made, and a radial cement permeability profile (i.e., the permeability at different penetration depths into the cement at the same azimuth) may be determined.
The present invention is also directed to finding one or more locations in a formation for the sequestration of carbon dioxide. A location (depth) for sequestration of carbon dioxide is found by finding a high porosity, high permeability formation layer (target zone) having large zero or near zero permeability and preferably inert (non-reactive) cap rocks above the target zone, and testing the permeability of the cement annulus surrounding the casing at or above that zone to insure that carbon dioxide will not leak through the cement annulus at an undesirable rate. Preferably, the cement annulus should have a permeability in the range of a few microDarcys or less.
Turning now to
The tool 100 may take any of numerous formats and has several basic aspects. First, tool 100 preferably includes a plurality of tool-setting piston assemblies 123, 124, 125 or other engagement means which can engage the casing and stabilize the tool at a desired location in the wellbore. Second, the tool 100 has a drill with a motor 150 coupled to a drill bit 152 capable of drilling through the casing 40 and into the cement. In one embodiment, a torque sensor 154 is coupled to the drill for the purpose of sensing the torque on the drill as described in the parent application hereto. In another embodiment, a displacement sensor 156 is coupled to the drill motor and/or the drill bit for sensing the lateral distance the drill bit moves (depth of penetration into the cement) for the purposes described below. Third, the tool 100 has a hydraulic system 160 including a hydraulic probe 162, a hydraulic line 164, and a pressure sensor 166. The probe 162 is at one end of and terminates the hydraulic line 164 and is sized to fit or stay in hydraulic contact with the hole in the casing drilled by drill bit 152 so that it hydraulically contacts the cement annulus 45. This may be accomplished, by way of example and not by way of limitation, by providing the probe with an annular packer 163 or the like which seals on the casing around the hole drilled by the drill bit. The probe may include a filter valve (not shown). In one embodiment, the hydraulic line 164 is provided with one or more valves 168a and 168b which permit the hydraulic line 164 first to be pressurized to the pressure of the wellbore, and which also permit the hydraulic line 164 then to be hydraulically isolated from the wellbore. In another embodiment, hydraulic line 164 first can be pressurized to a desired pressure by a pump 170, and then isolated therefrom by one or more valves 172. In the shown embodiment, the hydraulic line can be pressurized by either the pressure of the wellbore or by the pump 170. In any event, the pressure sensor 166 is coupled to the hydraulic line and senses the pressure of the hydraulic line 164. Fourth, the tool 100 includes electronics 200 for at least one of storing, pre-processing, processing, and sending uphole to the surface circuitry 51 information related to pressure sensed by the pressure sensor 166. The electronics 200 may have additional functions including: receiving control signals from the surface circuitry 51 and for controlling the tool-setting pistons 123, 124, 125, controlling the drill motor 150, and controlling the pump 170 and the valves 168a, 168b, 172. Further, the electronics 200 may receive signals from the torque sensor 154 and/or the displacement sensor 156 for purposes of controlling the drilling operation as discussed below. It will be appreciated that given the teachings of this invention, any tool such as the Schlumberger CHDT (a trademark of Schlumberger) which includes tool-setting pistons, a drill, a hydraulic line and electronics, can be modified, if necessary, with the appropriate sensors and can have its electronics programmed or modified to accomplish the functions of tool 100 as further described below. Reference may be had to, e.g., U.S. Pat. No. 5,692,565 which is hereby incorporated by reference herein.
As will be discussed in more detail hereinafter, according to one aspect of the invention, after the tool 100 is set at a desired location in the wellbore, the drilling system 150, under control of electronics 200 and/or uphole circuitry 51 is used to drill through the casing 40 to the cement annulus 45. The probe 162 is then preferably set against the casing around the drilled hole so that it is in hydraulic contact with the drilled hole and thus in hydraulic contact with the cement annulus 45. With the probe 162 set against the casing, the packer 163 provides hydraulic isolation of the drilled hole and the probe from the wellbore when valve 168b is also shut. Alternatively, depending on the physical arrangement of the probe, it is possible that the probe could be moved into the hole in the casing and in direct contact with the cement annulus. Once set with the probe (and hydraulic line) isolated from the borehole pressure, the pressure in the probe and hydraulic line is permitted to float (as opposed to be controlled by pumps which conduct draw-down or injection of fluid), for a period of time. The pressure is monitored by the pressure sensor coupled to the hydraulic line, and based on the change of pressure measured over time, a fluid dynamic property of the cement (e.g., permeability) is calculated by the electronics 200 and/or the uphole circuitry 51. A record of the determination may be printed or shown by the recorder.
In order to understand how a determination of a fluid dynamic property of the cement may be made by monitoring the pressure in the hydraulic line connected to the probe over time, an understanding of the theoretical underpinnings of the invention is helpful. Translating into a flow problem a problem solved by H. Weber, “Ueber die besselschen functionen und ihre anwendung auf die theorie der electrischen strome”, Journal fur Math., 75:75-105 (1873) who considered the charged electrical disk potential in an infinite medium, it can be seen that the probe-pressure pp within the probe of radius rp, with respect to the far-field pressure is
when a fluid of viscosity μ is injected at rate Q into a formation of permeability k. Here, the probe area is open to flow. For all radii greater than radius rp, i.e., for radii outside of the probe, no flow is allowed to occur.
The infinite medium results of Weber (1873) were modified by Ramakrishnan, et al. “A laboratory investigation of permeability in hemispherical flow with application to formation testers”, SPE Form. Eval., 10:99-108 (1995) and were confirmed by laboratory experiments. One of the experiments deals with the problem of a probe placed in a radially infinite medium of thickness “l”. For this problem, a small correction to the infinite medium result applies and is given by:
where “o” is an order indication showing the last term to be small relative to the other terms and can be ignored. This result is applicable when the boundary at “l” is kept at a constant pressure (which is normalized to zero). The boundary condition at the interface of the casing and the cement (r≧rp, z=0, see
Turning now to the tool in the wellbore, before the probe is isolated from the wellbore, it may be assumed that the fluid pressure in the tool flowline is pw which is the wellbore pressure at the depth of the tool. In a cased hole, the wellbore fluid may be assumed to be clean brine, and the fluid in the hydraulic probe line is assumed to contain the same brine, although the probe line may be loaded with a different fluid, if desired. At the moment the probe is set (time t=0), the pressure of the fluid in the tool is pw, and the tool fluid line is isolated, e.g., through the use of one or more valves, except for any leak through the cement into or from the formation. This arrangement amounts to a complicated boundary value problem of mixed nature. See, Wilkinson and Hammond, “A perturbation method for mixed boundary-value problems in pressure transient testing”, Trans. Porous Media, 5:609-636 (1990). The pressure at the open cylinder probe face and in the flow line is uniform, and flow may occur into and out of it with little frictional resistance in the tool flow line itself, and is controlled entirely by the permeability of the cement and the formation. The pressure inside the tool (probe) is equilibrated on a fast time scale, because hydraulic constrictions inside the tool are negligible compared to the resistance at the pore throats of the cement or the formation. Due to the casing, no fluid communication to the cement occurs outside the probe interface.
Although the mixed boundary problem is arguably unsolvable, approximations may be made to make the problem solvable. First, it may be assumed that the cement permeability is orders of magnitude smaller than the formation permeability, and thus the ratio of the cement to formation permeability approaches zero. By ignoring the formation permeability, pressure from the far-field is imposed at the cement-formation interface; i.e., on a short enough time scale compared to the overall transient for pressure in the tool to decay through the cement, pressure dissipation to infinity occurs. Without loss of generality, the pressure gradient in the formation can be put to be zero. In addition, for purposes of simplicity of discussion, the undisturbed formation pressure in the formulation can be subtracted in all cases to reduce the formation pressure to zero in the equations. This also means that the probe pressure calculated is normalized as the difference between the actual probe pressure and the undisturbed formation pressure. By neglecting formation resistance (i.e., by setting the pressure gradient in the formation to zero), it should be noted that the computed cement permeability is likely to be slightly smaller than its true value.
In addition, extensive work has been carried out with regard to the influence of the wellbore curvature in terms of a small parameter rp/rw (the ratio of the probe radius to the wellbore radius). This ratio is usually small, about 0.05. Since the ratio is small, the wellbore may be treated as a plane from the perspective of the probe. Thus, the pressure drop obtained is correct to a leading order, since it is dominated by gradients near the wellbore and the curvature of the wellbore does not strongly influence the observed steady-state pressures.
Now a second approximation may be made to help solve the mixed boundary problem. There is a time scale relevant to pressure propagation through the cement. If the cement thickness is lc (see
With the pressure in the cement region assumed to be at a steady-state, and with the curvature of the wellbore being small enough to be neglected, and with the probe assumed to be set in close proximity to the inner radius of the cement just past the casing, the following equations apply:
where, as indicated in
where Q is the total flow into the probe,
is the horizontal flux through the cement to the probe, and
is the circumferential flux (flux through the curved surface) through the cement to the probe. It is noted that when the cement is drilled, the probe preferably is not pushed into the casing or cement because when the probe is hydraulically face-sealed around the drilled hole, the drilled hole is effectively an extension of the probe and thus the probe may be considered to be located in the cement with the flow into the probe occurring through both the front face and the circumferential surface of the probe. However, even if the probe is pushed into the cement, if the circumferential surface of the drill hole in the cement and the probe have a hydraulically conducting gap between them, equations (6) and (7) will still apply with the hole being considered an extension of the probe, i,e., the curved surface of the probe effectively allows fluid to flow radially inward. Equation (6) states that for the drilled surface at all locations, the normalized pressure p is uniform and equal to the normalized probe pressure within the tool (i.e., the actual probe pressure minus the formation pressure). Equation (7) states that the total flow Q seen by the probe is the sum of the integrated fluxes in two directions which relates to the fluid pressure gradient within the cement, the permeability of the cement, and the viscosity of the fluid. It will be appreciated by those skilled in the art, that when lp=0 (i.e., at the casing/cement interface), equation (7) reduces to
where the horizontal flux into the probe
When the wellbore pressure to which the probe is initially set is larger than the formation fluid pressure, fluid leaks from the tool into the formation via the probe and through the cement. When the formation fluid pressure is larger than the probe pressure, fluid leaks from the formation via the cement into the tool. For purposes of discussion herein, it will be assumed that the wellbore pressure (initial probe pressure) is larger, although the arrangement will work just as well for the opposite case with appropriate signs being reversed. When the pressures are different, and the initial pressure in the probe is pw, the leak rate is governed by the pressure difference pw, the differential equations and boundary conditions set forth in equations (3) through (7) above, and the (de)compression of the fluid in the tool. Understandably, because the borehole fluid is of low compressibility, the fractional volumetric change will be very small. For example, if the compressibility of the fluid is 10−9 m2N−1, and the difference in the pressure is 6 MPa, the fractional volume change would be 0.006 (0.6%) until equilibrium is reached. For a storage volume of 200 mL, a volume change of 1.2 mL would occur over the entire test. This volume can flow through a cement having a permeability of 1 μD at a time scale of hours. As is described hereinafter, by measuring the pressure change over a period of minutes, a permeability estimate can be obtained by fitting the obtained data to a curve.
As previously indicated, the fluid in the tool equilibrates pressure on a time scale which is much shorter than the overall pressure decay dictated by the low permeabilities of the cement annulus. Therefore, the fluid pressure at the probe pp is the same as the fluid pressure measured in the tool pt. If all properties of the fluid within the tool are shown with subscript t, the volume denoted by Vt, and the net flow out of the tool is Q, a mass balance (mass conservation) equation for the fluid in the tool may be written according to:
where ρt is the density of the fluid in the tool. The fluid volume of the system Vt coupled to the probe is fixed. Using the isothermal equation of state for a fluid of small compressibility
where c is the compressibility (ct being the compressibility for the tool fluid), and substituting equation (9) into equation (8) for a fixed Vt yields:
Equation (10) states that the new flow of fluid out of the tool is equal to the decompression volume of the hydraulic system of the tool.
It has already been suggested by equation (2) that the probe pressure and the flow rate from the tool are related when the formation pressure is fixed. Replacing l with the thickness of the cement lc, and replacing the permeability k with the permeability of the cement kc, equation (2) can be rewritten and revised to the order (rp/lc) according to:
As previously discussed, when the cement annulus is drilled such that the probe is effectively in contact with a particular depth inside the cement as opposed to just the interface between the casing and the cement, a correction term is required for equation (11). In particular, for a fixed flow Q, a numerical solution can be generated for the steady state pressure at the probe pp for any drilled depth lp. Therefore, it is possible to define a correction term and modify equation (11) to
where lp/lc represents the percentage through the cement annulus that has been drilled. Equation (12) takes dimensionless analysis into account by representing a dimensionless correction term F as a function of two possible dimensionless groups lp/lc and rp/lc. By rearranging equation (12) and using equation (11), the correction term F can be defined according to
where pp is the probe pressure and p0p is the probe pressure for zero drill bit penetration; i.e., at the casing-cement interface when lp/lc=0 (see Equation 11). It will be appreciated that for zero drill bit penetration, pp/p0p=1, the function F reduces to zero as it should. Also, when lp=lc, the probe pressure will be equal to the formation pressure, pp/p0p=0, and the function F reduces to a value that causes the probe pressure pp of equation (12) to equal 0 as it should.
In practice, lp/lc may vary from 0 to 1. Typically, values for rp/lc will be between 0.1 and 0.3. For any given tool, rp is fixed. For a given depth and azimuth of the well test, the thickness of the cemented annulus lc is also fixed. Hence, it is desirable to investigate and appropriately quantify the correction term F as a function of lp/lc for a fixed value of rp/lc. In order to do this, it should be appreciated that the problem may be solved numerically, e.g., by finite-difference in 2D cylindrical coordinates. In other words, for a fixed flow Q out of the tool flowline, through the probe, and into the cement, a numerical solution can be generated for the steady state pressure at the probe pp for any probe geometry (i.e., for a given probe radius rp and probe penetration lp for any cement thickness lc). While there are many ways to numerically model this problem, the result should be the same for the value of the probe pressure pp for fixed Q, rp, lp, k, μ and lc. Using a numerical code, probe pressure values are calculated, and equation (13) is used to generate values of F. The values of F can be generated for a range of lp/lc and rp/lc as shown in
It will be appreciated that equation (12) may be rewritten to solve for Q as follows:
Substituting equation (10) into equation (14) for Q yields:
the solution of which gives rise to an exponential decay to formation pressure
pp=pwexp(−t/τ) (16)
where τ is the relaxation time constant of the pressure in the probe (hydraulic line) of the tool. Equation (16) suggests that the normalized probe pressure is equal to the normalized initial probe (wellbore) pressure pw (i.e., the difference in pressure between the initial probe (wellbore) pressure and the formation pressure) times the exponential decay term. From Equations (15) and (16), the relaxation time constant τ of the pressure in the probe can then be determined as
Rearranging equation (17) yields:
From equation (18) it is seen that the permeability of the cement annulus surrounding the casing can be calculated provided certain quantities are known, estimated, or determined. In particular, the volume of the hydraulic line of the tool Vt and the radius of the probe rp are both known. The viscosity of the fluid μ in the hydraulic line of the tool is either known, easily estimated, or easily determined or calculated. The thickness of the cement lc is also either known or can be estimated or determined from acoustic logs known in the art. The compressibility of the fluid ct in the hydraulic line of the tool is either known or can be estimated or determined as will be discussed hereinafter. In addition, the location of the probe face (or alternatively, the radial drilling distance into the cement) lp is known or can be estimated, and the correction function F can be estimated (e.g., from a table, chart, or graph containing the information of
According to one aspect of the invention, the compressibility of the fluid ct in the hydraulic line of the tool is determined by making an in situ compressibility measurement. More particularly, an experiment is conducted on the hydraulic line of the tool whereby a known volume of expansion is imposed on the fixed amount of fluid in the system, and the change in flow-line pressure is detected by the pressure sensor. The compressibility of the fluid is then calculated according to
where V is the volume of the flow-line, ΔV is the expansion volume added to the flow line, and Δp is the change in pressure. Alternatively, a known amount of fluid can be forced into a fixed volume area, and the change in pressure measured. In other cases, the compressibility of the fluid may already be known, so no test is required.
According to another aspect of the invention, prior to placing the probe in hydraulic contact with the cement annulus, the casing around which the cement annulus is located is drilled. The drilling is preferably conducted according to steps shown in
Once the tool has been located at a desired location in the wellbore and the casing has been drilled up to or into the cement, the probe pressure in the probe (hydraulic line of the tool) is set at step 250 to a determined value, e.g., the pressure of the wellbore, and subsequently brought in hydraulic contact with the cement annulus at 250. With an elastomeric packer 163 around the probe, the hydraulic line is isolated from the borehole typically by closing a valve 168b connecting the hydraulic line to the borehole. Now, with the probe in hydraulic contact with the cement annulus only, and with no action taken (i.e., the process is “passive” as no piston or pump is used to exert a draw-down pressure or injection pressure), the pressure in the hydraulic line is allowed to float so that it decays (or grows) slowly toward the formation pressure. The pressure decay is measured at 270 over time by the pressure sensor of the tool. If the pressure does not decay (e.g., because the formation pressure and the pressure in the hydraulic line are the same), the probe pressure may be increased or decreased and then let float to permit the probe pressure to be measured for a decay or growth. Using the pressure decay data, the relaxation time constant τ and optionally the starting probe pressure and formation pressures are found using a suitably programmed processor (such as a computer, microprocessor or a DSP) via a best fit analysis 280a (as discussed below) and using the correction function F determined at 280b based on the values rp/lc and lp/lc. Once the relaxation time constant is calculated, the processor estimates the permeability of the cement at 290 according to equation (18).
According to one aspect of the invention, testing can continue at 295 at that borehole depth. Testing continues by drilling at 240 to a new monitored penetration depth in the cement and preferably resetting the probe at 250 by resetting the pressure in the probe to the borehole pressure (although it could be maintained at the pressure reached at the end of the previous test). Then at 270, the pressure in the hydraulic line is allowed to float and the pressure decay is measured over time by the pressure sensor of the tool, as before. The procedure continues by conducting a best fit analysis 280a and using the correction function F selected at 280b (now based on the new lp as monitored by the appropriate sensor) in order to determine the permeability of the cement at 290 according to equation (18). It is noted that the permeability found at the new location in the cement may be the same, or might differ from the previous determination. Regardless, testing can continue at 295, or be terminated at 300. Generally, it is desirable to avoid drilling completely through the cement and into the formation, unless there is a need to know precise formation pressure. Thus, at 295, the location of the probe face can be compared to the location of the cement/formation interface in order to make a determination of whether to discontinue testing at that location. By way of example, if (lc−lp)/rp≧2, testing might continue. However, as the distance between the probe face and the cement/formation interface gets to be about twice the radius of the probe, it might be advisable to terminate testing to avoid the possibility of drilling into the formation. It is noted that as many tests as desired may be conducted in the cement, although since each test takes time, no more than a few tests (e.g., four) at a single location would be conducted. Where multiple tests are run, a radial cement permeability profile (i.e., the permeability at different penetration depths into the cement at the same azimuth) can be generated as seen in
A determination of the suitability for storing carbon dioxide below or at that location in the formation may then be made by comparing the permeability to a threshold value at 350. If an internal fracture or other anomaly is identified, it is preferred to test a higher elevation to investigate the presence of large vertically conductive fractures. A threshold permeability value of 5 μD or less is preferable, although higher or lower thresholds could be utilized. The entire procedure may then be repeated at other locations in the wellbore if desired in order to obtain a log or a chart of the permeability of the cement at different depths in the wellbore (see e.g.,
The fitting of the relaxation time constant and the probe and formation pressures to the data for purposes of calculating the relaxation time constant and then the permeability can be understood as follows. The normalized pressure of the probe (pp) is defined as the true pressure in the probe (pp*) minus the true pressure of the formation pf*:
pp=pp*−pf*. (20)
The pressure decay may then be represented by restating equation (16) in light of equation (20) according to:
where pw* is the true wellbore pressure.
To demonstrate how the data can be used to find the relaxation time, a synthetic pressure decay data set using equation (21) was generated with the following values: pf*=100 bar, pw*=110 bar, and the relaxation time τ=18,000 seconds (5 hours). Zero mean Gaussian noise with a standard deviation of 0.025 bar was added.
It is assumed that the probe is set and the pressure decay is measured, and the tool is withdrawn from contact with the cement annulus before the formation pressure is reached. In this situation, the formation pressure pf* is unknown. Thus, equation (21) should be fit to the data with at least two unknowns: pf* and τ. While the wellbore (probe) pressure is generally known, it was shown in the previously incorporated parent application that in fact it is best to fit equation (21) to the data assuming that the wellbore pressure is not known. Likewise, while it is possible to drill into the formation to obtain the formation pressure, it was shown in the previously incorporated parent application that in fact it is best to fit equation (21) to the data assuming that the formation pressure is not known.
In accord with another aspect of the invention, the probe may be withdrawn from fluid contact with the cement annulus before the expected relaxation time. Again, as set forth in the previously incorporated parent application, even in this situation, a three parameter fit is preferred unless extremely accurate estimates of both the wellbore pressure and formation pressure are available. It is believed that a test duration of approximately half-hour will be sufficient in most cases.
According to another aspect of the invention, and as set forth in the previously incorporated parent application, it is possible to test for the convergence of τ prior to terminating the test. In particular, the probe of the tool may be in contact with the cement annulus for a time period of T1 and the data may be fit to equation (21) to obtain a first determination of a relaxation time constant τ=τ1 along with its variation range. The test may then continue until time T2. The data between T1 and T2 and between t=0 and T2 may then be fit to equation (21) in order to obtain two more values τ12 and τ2 along with their ranges. All three relaxation time constants may then be compared to facilitate a decision as to whether to terminate or prolong the test. Thus, for example, if the relaxation time constant is converging, a decision can be made to terminate the test. In addition or alternatively, the formation pressure estimates can be analyzed to determine whether they are converging in order to determine whether to terminate or prolong a test.
There have been described and illustrated herein several embodiments of a tool and a method that determine the permeability of a cement annulus and/or the radial homogenized permeability profile of the annulus located between the casing and the formation. While particular embodiments of the invention have been described, it is not intended that the invention be limited thereto, as it is intended that the invention be as broad in scope as the art will allow and that the specification be read likewise. Thus, while a particular arrangement of a probe and drill were described, other arrangements could be utilized. In addition, with respect to the correction term, while certain ranges were shown for the ratio of the probe radius to the cement annulus thickness, it will be appreciated that other ratios could be utilized. Further, while it is preferred that the probe be located in the casing and around the drilled hole for testing, if desired, the probe can actually be located within the drilled hole in the cement annulus. It will therefore be appreciated by those skilled in the art that yet other modifications could be made to the provided invention without deviating from its spirit and scope as claimed.
This is a continuation-in-part of Ser. No. 12/098,041 filed on Apr. 4, 2008, which is hereby incorporated by reference herein in its entirety.
Number | Name | Date | Kind |
---|---|---|---|
2739475 | Nowak | Mar 1956 | A |
4551823 | Carmichael et al. | Nov 1985 | A |
4608859 | Rockley | Sep 1986 | A |
4933638 | Kleinberg et al. | Jun 1990 | A |
5269180 | Dave et al. | Dec 1993 | A |
5602334 | Proett et al. | Feb 1997 | A |
5660234 | Hebert et al. | Aug 1997 | A |
5692565 | MacDougall et al. | Dec 1997 | A |
6554065 | Fisher et al. | Apr 2003 | B2 |
6568487 | Meister et al. | May 2003 | B2 |
6856132 | Appel et al. | Feb 2005 | B2 |
6941231 | Zeroug et al. | Sep 2005 | B2 |
7178392 | Dhruva et al. | Feb 2007 | B2 |
7266983 | Krueger et al. | Sep 2007 | B2 |
20040144533 | Zazovsky | Jul 2004 | A1 |
20050148080 | Herron | Jul 2005 | A1 |
20090007651 | Ramakrishan et al. | Jan 2009 | A1 |
20090091320 | Flaum et al. | Apr 2009 | A1 |
Number | Date | Country |
---|---|---|
2007124041 | Nov 2007 | WO |
Number | Date | Country | |
---|---|---|---|
20090250209 A1 | Oct 2009 | US |
Number | Date | Country | |
---|---|---|---|
Parent | 12098041 | Apr 2008 | US |
Child | 12180354 | US |