The present disclosure relates to measurement systems and, more specifically, to measurement systems for measuring and/or evaluating the outside diametral variation of cylindrical objects.
The written disclosure herein describes illustrative embodiments that are non-limiting and non-exhaustive. Reference is made to certain of such illustrative embodiments that are depicted in the figures, in which:
A diametral measurement system may be used to determine the outside diametral profile of a cylindrical object. For example, some diametral measurement systems are designed to evaluate the diametral profile of rock core cylinders. Measurements obtained from such systems may be used to evaluate parameters of in-situ strain and/or stress. Stated differently, a diametral measurement system may be used to determine the strain and/or stress at a rock's natural or original place of origin.
For example, during exploratory drilling, cylindrical rock cores may be extracted from depths of the earth ranging typically from a few tens of feet deep to several thousand feet deep. To extract the cylindrical rock cores, a special drill bit which spins to cut rock may be attached at the bottom of a continuous string of sequentially-attached drill rods. As the drill rods are advanced within the earth, the drill bit cuts a cylinder of rock core. As the core is cut, the core slides into a “core barrel” which protects the freshly cut cores until they are brought to the surface. As the rock core cylinder is cut from its in-situ confinement at the bottom of a core hole, it has an essentially perfectly circular diametral profile as a result of being cut by spinning action of the drill. However, upon liberation from earth confinement, the cut core begins to deform as earth confinement stresses and fluid pressures acting on the core are removed and the rock core relaxes. Over the space of the next minutes, hours, and days, the net amount of diametral changes may amount to only a few thousandths of an inch, but detailed 360-degree diametral measurement of this elongation can allow for estimation of the direction and/or magnitude of strain or stress on the rock cylinder when the rock core cylinder was confined within the earth. Stated differently, a diametral measurement system may be used to ascertain diameter measurements of a rock core as a cylindrical rock core is rotated through one or more uninterrupted 360-degree rotations about the longitudinal axis of the rock core.
In some embodiments, a diametral measurement system may include a diametral measurement device in combination with one or more analytical applications (e.g., software). The diametral measurement system may facilitate analysis and/or evaluation of diametral deformation in a two-dimensional plane that is perpendicular to the longitudinal axis of the core. Stated differently, in some embodiments and/or circumstances, a diametral measurement system may be used to determine the principal diametral elongation direction and/or magnitude. In some embodiments, the diametral measurement system may be used to identify the direction of stress and/or strain. The direction of such stress and/or strain may be described in degrees of azimuth relative to true north.
For cores recovered from vertical holes, the measured deformations may be in the horizontal plane. These deformations can be readily converted to strain and, if the certain rock properties are known (e.g., the Young's modulus (elasticity modulus) and Poisson's ratio), then the strain values can be converted to stress estimates. Stated differently, horizontal in-situ stress estimation may be computed from rock core measurements obtained from a diametral measurement system. Estimates of in-situ stress can be used to help plan and safely operate mining, drilling, and underground construction projects around the world. Conventional methods for making in-situ stress measurements prior to mining an area can be difficult and expensive. The diametral measurement system and methods described herein can provide a cost-effective alternative to supplement and/or replace conventional methods.
In short, diametral measurement systems may provide a robust, quick, and economical method for quantifying the direction and magnitude of principal diametral deformation and strain, which are important parameters for estimating in-situ stress. Determining these parameters from core samples recovered from exploration holes drilled from the surface, without assistance from specialized down-hole equipment, remains a challenge for geological exploration, mining, hydrocarbon drilling, and other types of operations and geomechanical investigations.
As used herein, the terms “cylindrical object” and “cylinder” refer to any object of generally cylindrical proportions. Unless otherwise stated, all ranges include both endpoints and all numbers between the endpoints. While specific reference is made herein to systems for determining the diametral profile of cylindrical rock cores, the disclosed principles and features may be applied and used to analyze a variety of different cylindrical objects. Thus, although some embodiments are described with reference to cylindrical rock cores, it should be recognized that the disclosure is not limited to this specific context.
Descriptions and claims of exemplary embodiments are described in additional detail below. Description and claims for processes in which diametral measurements are obtained and/or angular position values are calculated are also presented below.
As depicted in
The two digital indicator gauges 110, 120 may work in tandem to perform diameter measurements of a cylinder 102 as it is slowly rotated over two cylinder rollers 132, 134. In other words, while the cylinder rollers 132, 134 rotate the cylindrical object 102 about its longitudinal axis, the indicator gauges 110, 120 may be used to obtain one or more measurements (e.g., diameter measurements) of the cylinder 102. This setup permits uninterrupted measurement of the outside diameter of the cylinder 102 as the cylinder 102 is slowly rotated. In the embodiment depicted in
The arrangement of two digital indicator gauges 110, 120, each fitted with a roller wheel 112, 122, aligned in opposition to each other and working in tandem may record the outside diameter of a cylinder 102 at a user-specified sample rate through one or more 360 degree rotations. This may be done for both the general case involving any cylinder 102, as well as the special case involving rock cores. In some embodiments, the diametral measurement system 100 is designed to measure cylindrical objects from 2 inches to 3.5 inches in diameter and up to 16″ in length. However, one of ordinary skill in the art with the benefit of this disclosure will understand that other diameters or lengths may be used in different embodiments for rock cores or other cylinders.
The system 100 of
Methods for obtaining one or more diametral measurements for a cylindrical object are disclosed herein. For example, in some embodiments, a method for obtaining one or more diametral measurements includes one or more of the following steps: (1) obtaining a cylindrical object, such as a cylindrical rock core, (2) rotating the cylindrical object about its longitudinal axis, (3) contacting a curved face of the cylindrical object with a first roller wheel while the cylindrical object is being rotated, (4) contacting the curved surface of the cylindrical object with a second roller wheel such that the second roller wheel is disposed opposite of the first roller wheel while the cylindrical object is being rotated, and (4) obtaining data representative of diametral variation of the cylindrical object based on the displacements of the first roller wheel and the second roller wheel as the cylindrical object is rotated. In some methods, rotating the cylindrical object about its longitudinal axis may include rotating the cylindrical object through at least one full 360 degree rotation. Some methods may include the step of obtaining a non-theoretical 360-degree diametral variation profile of the cylindrical object. In some methods, the cylindrical object is rotated at a constant rate as the cylindrical object is rotated about its longitudinal axis. In some methods, the first roller wheel is a component of a first indicator gauge and the second roller wheel is a component of the second indicator gauge. In some such embodiments, the method may further include sending both (1) a first signal representative of the movement of the first roller wheel from the first indicator gauge to a computer and (2) a second signal representative of movement of the second roller wheel from the second indicator gauge to the computer. In some embodiments, the signals sent from the indicator gauges do not pass through an amplifier.
With reference to
An embodiment may integrate lightweight stock steel strips and angles of various lengths into a support chassis 205 which supports the cylinder rollers 232, 234 and drive assembly 280 (see
The cylinder rollers 232, 234 may be of various sizes. In some embodiments, the cylinder rollers 232, 234 may be turned by a high-torque, low-slow speed (e.g., 3 RPM) gear motor 282 and may be regulated by a variable speed controller.
For example, as shown in the depicted embodiment, the motor 282 may be attached to the outside of an aluminum C-channel housing 292 which also holds and positions various other bearing shafts. The motor 282 may be reversible and configured to operate at a uniform speed that may be selected by the user. The motor's shaft may be coupled to a drive shaft 284 that includes a pinion wheel drive pulley 286 for turning a drive belt 288. The drive assembly 280 may further include an idler shaft 294 that holds an idler pulley 296. A belt tension adjustment 298 contains an idler shaft 283, which holds a belt tension idler pulley 285. The drive belt 288 may have teeth or ribs that mesh with the pinion wheel drive pulley 286. The reverse side of the drive belt 288 (smooth side) may wrap around idler pulley 285, idler pulley 296 and both cylinder rollers 232, 234. Proper tension provides positive, synchronous traction and rotation of the cylinder rollers 232, 234. This provides an economical, durable, and easily maintained drive mechanism that turns the cylinder rollers 232, 234 in sync at a constant rotation speed.
The cylinder rollers 232, 234 may be positioned parallel to and level with each other. The cylinder rollers 232, 234 may also be adjustable and spaced from one another at a distance appropriate for the diameter of the cylinder 202 being tested. The in-line distance between tips of the indicator gauges 210, 220 may be adjusted according to the diameter of the cylinder 202 via repositioning of the upper and/or lower indicator support beams 244 along support columns 242.
Some embodiments of the diametral measurement system 200 may have two linear rails 272, each equipped with two sliding bearing blocks 274 that contact the support chassis 205, thereby improving both support chassis 205 stability and accurate positioning of the cylindrical test subject 202 relative to the indicator gauges 210, 220. The bearing blocks 274 may contain small ball bearings and fit precisely over the linear rails 272 for smooth sliding and secure fit. The support chassis 205 attaches to the blocks at a steel angle A-frame base 266, which allows for adjustment of the support chassis 205 relative to the position of the indicator gauges 210, 220, such as centering the indicator gauges 210, 220 between the cylinder rollers 232, 234 along the path of lateral travel of the chassis 205 over the linear rail 272. The ends of the linear rail 272 rest on two angle irons 276 recessed into and flush with the top of the base board 278 at each of its two ends. Each linear rail 272 may be secured to the base board 278, and the rail ends may rest atop the angle irons 276, facilitating weight transfer from the linear rail 272 and chassis 205 to them, thereby reducing the potential for stress warping of the base board 278.
Six leveling shoes 279 may be mounted to the underside of the base board 278. The leveling shoes 279 may be adjusted by turning their threaded shafts, which have slots cut on top and protrude through the top of the base board 278 top, to facilitate convenient adjustment, using a small flat screw driver.
A small steel plate 268 may be secured to the top of the base board 278 under each of the two magnetic base mounts 243 for magnetic attachment.
In this example, data received through the multiplexer was transferred in an automated fashion (via Software Wedge v 4.02 Professional) to the proper location within the spreadsheet. The data sample rate was one pair of gauge readings per second, and the computer's clock was used to supply the date and time. The formulas of columns E and F were used to extract gauge position information from the gauge data strings. The formula depicted in column H was used to calculate the diameter at each line of data. The calculations performed in columns G and H were used to assign angular positions to each set of measurements made during five 360-degree rotations of a cylindrical object (i.e., a rock core).
As shown in the example data provided in
In some embodiments, any controlled (e.g., constant) rotation speed may be used. For example, in some embodiments, a diametral profile may be obtained under the following conditions: (1) the measurement session begins and ends at the same reference point location on the cylinder test subject; (2) the cylinder rollers are rotated at a constant rate and have a nearly instantaneous start and stop response; and (3) the number of cylinder rotations is known. Under these conditions, the azimuth may be computed without the need of additional sensors, shaft encoders, or other rotation instrumentation. In other or further embodiments, the arc angle between each diametral measurement is determined by rotation-sensing equipment.
In the example depicted in
To double-check the spreadsheet, the sample rate was verified using the computation set forth in cell F8, i.e., (line count−1)/(stop time−start time). As the calculated value was equal to the specified sample rate (in this example, one pair of readings per second), there were no “lost readings” (cell F10).
The individual data may then be sorted by azimuth into increments whereby an average (mean) value is calculated for each of the increments. For example, 72 increments of 5 degrees may be used in an embodiment. The mean values (which are referred to herein as working data) may be used in performing subsequent analytical and graphic procedures.
Useful or necessary statistics may be computed from the working data. In one embodiment, this may include (for each 5 degree increment) the following parameters: number of values (n) in each increment, mean, standard deviation, upper statistical limit, lower statistical limit, maximum diameter, and minimum diameter. Other statistical parameters known by those of skill in the art may be computed as well.
A spreadsheet may be segmented into worksheets for other specific tasks including but not limited to data sorting, statistical analysis, and characterization of the diametral elongation by a series of numerical and/or graphic processes, including but not limited to constructing one or more deformation ellipses or strain ellipses from one or more 3-point rosette models, for purposes of evaluating in-situ stress magnitude and direction of rock cores. In other embodiments, a different software platform may be used.
Reference throughout this specification to “an embodiment” or “the embodiment” means that a particular feature, structure, or characteristic described in connection with that embodiment is included in at least one embodiment. Thus, the quoted phrases, or variations thereof, as recited throughout this specification are not necessarily all referring to the same embodiment.
Similarly, it should be appreciated by one of skill in the art with the benefit of this disclosure that in the above description of embodiments, various features are sometimes grouped together in a single embodiment, figure, or description thereof for the purpose of streamlining the disclosure. This method of disclosure, however, is not to be interpreted as reflecting an intention that any claim requires more features than those expressly recited in that claim. Rather, as the following claims reflect, inventive aspects lie in a combination of fewer than all features of any single foregoing disclosed embodiment. Thus, the claims following this Detailed Description are hereby expressly incorporated into this Detailed Description, with each claim standing on its own as a separate embodiment. This disclosure includes all permutations of the independent claims with their dependent claims.
Furthermore, the described features, structures, or characteristics may be combined in any suitable manner in one or more embodiments. In the foregoing description, numerous specific details are provided, such as examples of materials, frequencies, sizes, lengths, widths, shapes, etc., to provide a thorough understanding of embodiments of the invention. One skilled in the relevant art will recognize, however, that the invention may be practiced without one or more of the specific details, or with other methods, components, materials, etc. In other instances, well-known structures, materials, or operations are not shown or described in detail to avoid obscuring aspects of the invention.
Although the foregoing has been described in some detail for purposes of clarity, it will be apparent that certain changes and modifications may be made without departing from the principles thereof. It should be noted that there are many alternative ways of implementing both the processes and apparatuses described herein. Accordingly, the present embodiments are to be considered illustrative and not restrictive, and the invention is not to be limited to the details given herein, but may be modified within the scope and equivalents of the appended claims.
Those having skill in the art will appreciate that many changes may be made to the details of the above-described embodiments without departing from the underlying principles of the disclosure.
This application claims priority to U.S. Provisional Application No. 62/095,527, filed on Dec. 22, 2014 and titled “DIAMETRAL MEASUREMENT SYSTEM FOR EVALUATION OF CYLINDRICAL OBJECTS, INCLUDING ROCK CORES,” which is hereby incorporated by reference in its entirety.
Number | Name | Date | Kind |
---|---|---|---|
2318102 | Ruge | May 1943 | A |
2563254 | Lewis | Aug 1951 | A |
2599578 | Obert et al. | Jun 1952 | A |
2688802 | Jones | Sep 1954 | A |
3169323 | Hold | Feb 1965 | A |
3278881 | Anderson et al. | Oct 1966 | A |
3305932 | Iselin | Feb 1967 | A |
3362284 | Patrignani | Jan 1968 | A |
3371419 | Banks et al. | Mar 1968 | A |
3648377 | Witzke | Mar 1972 | A |
3749501 | Wieg | Jul 1973 | A |
3757423 | Wieg | Sep 1973 | A |
3913234 | Windle | Oct 1975 | A |
3922094 | Colding et al. | Nov 1975 | A |
4064633 | Wertepny | Dec 1977 | A |
4215482 | Szewczyk | Aug 1980 | A |
4240206 | Baresh et al. | Dec 1980 | A |
4344233 | Albertazzi | Aug 1982 | A |
4587739 | Holcomb et al. | May 1986 | A |
4596076 | Sigg | Jun 1986 | A |
4700484 | Frank et al. | Oct 1987 | A |
4811524 | Corallo | Mar 1989 | A |
4875375 | Wu | Oct 1989 | A |
4903413 | Bellwood | Feb 1990 | A |
4905521 | Wagner et al. | Mar 1990 | A |
4907345 | Dall'Aglio et al. | Mar 1990 | A |
4977682 | Allen, III | Dec 1990 | A |
5022267 | Shattuck et al. | Jun 1991 | A |
5086569 | Possati | Feb 1992 | A |
5088207 | Betsill | Feb 1992 | A |
5116234 | Bertz | May 1992 | A |
5117081 | Bagdal | May 1992 | A |
5123283 | Duff et al. | Jun 1992 | A |
5197200 | Bahr et al. | Mar 1993 | A |
5351410 | Hainneville | Oct 1994 | A |
5419056 | Breitenstein | May 1995 | A |
5542188 | Ertl | Aug 1996 | A |
5643049 | Liskow | Jul 1997 | A |
5868030 | Brumley et al. | Feb 1999 | A |
6159074 | Kube | Dec 2000 | A |
6175813 | Purchase et al. | Jan 2001 | B1 |
6286223 | Iwamoto | Sep 2001 | B1 |
6511364 | Ido et al. | Jan 2003 | B2 |
6754973 | Takahashi | Jun 2004 | B2 |
7607239 | Dall'Aglio et al. | Oct 2009 | B2 |
7748134 | Wang | Jul 2010 | B1 |
7954253 | Dall'Aglio et al. | Jun 2011 | B2 |
8601917 | Schreiber | Dec 2013 | B2 |
9170089 | Logan | Oct 2015 | B2 |
9404725 | Ashkenazi | Aug 2016 | B2 |
20030079359 | Richards | May 2003 | A1 |
Number | Date | Country |
---|---|---|
2 805 518 | Feb 2012 | CA |
2020030 | Nov 1979 | GB |
Entry |
---|
Funato, Akio, et al., “Laboratory Verification of the Diametrical Core Deformation Analysis (DCDA) Developed for In-situ Stress Measurements,” ARMA 12-588, American Rock Mechanics Association, Copyright 2012, 6 pgs. |
Number | Date | Country | |
---|---|---|---|
20160178341 A1 | Jun 2016 | US |
Number | Date | Country | |
---|---|---|---|
62095527 | Dec 2014 | US |