BACKGROUND
When exploring for or extracting subterranean resources, such as oil, gas, or geothermal energy, and in similar endeavors, it is common to form boreholes in the earth. Such boreholes may be formed by engaging the earth with a rotating drill bit capable of degrading tough subterranean materials. As rotation continues the borehole may elongate and the drill bit may be fed into it on the end of a drill string.
At times it may be desirable to alter a direction of travel of the drill bit as it is forming a borehole. This may be to steer it toward valuable resources or away from obstacles. A variety of techniques have been developed to accomplish such steering. Many known drill bit steering techniques require pushing against an interior surface of a borehole. This pushing often requires great amounts of energy to be expended downhole. Further, the amount of energy required may increase as a desired radius of curvature of the borehole decreases. Thus, a means for forming a curving borehole, and especially a curving borehole comprising a relatively small radius of curvature, while expending less energy downhole may prove valuable.
BRIEF DESCRIPTION
One technique for controlling a direction of travel of a drill bit as it forms a borehole through the earth may be to give the borehole a cross-sectional shape that urges the drill bit laterally. Much energy may be saved in this manner as the borehole does the urging, rather than a drilling tool. A borehole capable of urging a drill bit laterally may have a cross-sectional shape comprising two circular arcs, one with a larger radius and one with a smaller radius than that of a drilling tool passing through the borehole. The drilling tool may be pushed away from the smaller circular arc and into the open space provided by the larger circular arc. This lateral pushing may add a curve to the borehole as it is formed having a center of curvature closer to the larger circular arc than the smaller circular arc.
These two circular arcs, while centered at a common axis of the borehole, may each occupy a distinct angular range about this axis. A sharpness of the curve imparted to the borehole as it is formed may depend on the relative radii and angular sizes of the two circular arcs. Thus, the drill bit may be precisely steered by changing these relative radii and angular sizes and the rotational orientations of the two circular arcs at different positions along the length of the borehole.
Producing these two circular arcs may be accomplished by first rotating a drilling tool to bore a hole through the earth and then extending a cutting element from a side of the drilling tool during only a portion of its rotation. While extended, this cutting element may remove additional earthen material from an internal surface of the borehole to form a first of the circular arcs. While retracted, a second circular arc may be formed. Adjusting the relative radii, angular sizes and rotational orientations of these two circular arcs as the borehole is formed, to steer the drilling tool, may be achieved by altering the timing of the extension and retraction.
DRAWINGS
FIG. 1 is an orthogonal view of an embodiment of a subterranean drilling operation.
FIG. 2 is a perspective view of an embodiment of a drill bit attached to an end of a drill string.
FIGS. 3-1 through 3-4 are cross-sectional views of embodiments of drilling tools disposed within non-circular subterranean boreholes.
FIGS. 4-1 through 4-4 are cross-sectional views of additional embodiments of drilling tools disposed within non-circular subterranean boreholes.
FIG. 5 is an orthogonal view of an embodiment of a non-circular subterranean borehole.
DETAILED DESCRIPTION
Referring now to the figures, FIG. 1 shows an embodiment of a subterranean drilling operation of the type commonly used to form boreholes in the earth. More specifically, a drill bit 110 is shown that may be suspended from a derrick 112 by a drill string 114. While a land-based derrick 112 is depicted, comparable water-based structures are also common. Such a drill string may be formed from a plurality of drill pipe sections fastened together end-to-end, as shown, or, alternately, a flexible tubing. As the drill bit 110 is rotated, either with torque from the derrick 112, passed through the drill string 114, or by a downhole motor, it may engage and degrade a subterranean formation 116 to form a borehole 118 therethrough.
FIG. 2 shows an embodiment of a drill bit 210 secured to an end of a drill string 214 that may form part of a subterranean drilling operation of the type just described. A plurality of blades 220 may protrude from the drill bit 210, spaced around a rotational axis thereof. Each of the blades 220 may comprise a plurality of fixed cutters 221 secured thereto capable of degrading earthen materials. As the drill bit 210 rotates, these cutters 221 may form a long hollow borehole through the earth. Such a borehole may comprise an initial radius determined by spacing between the fixed cutters 221 and a rotational axis of the drill bit 210.
At least one cutting element 222, also capable of degrading the earth, may be extendable from a side of the drill bit 210 (or another downhole tool in alternate embodiments). This extendable cutting element 222 may scrape earthen material away from an internal wall of a borehole initially formed by the fixed cutters 221. When extended, the extendable cutting element 222 may enlarge the radius of the borehole, from its initial size, in certain areas.
FIG. 3-1 shows an embodiment of a drill bit 310-1 disposed within an elongate hollow borehole 318-1 formed in the earth 316-1. The borehole 318-1 may comprise a central axis 335-1 passing therethrough and a cross-sectional shape formed within a plane perpendicular to the axis 335-1. A plurality of fixed cutters 321-1, capable of degrading the earth 316-1, may be disposed on the drill bit 310-1. These fixed cutters 321-1 may be spaced about the axis 335-1 to form an initially cylindrical borehole with a constant radius as the drill bit 310-1 is rotated. An extendable cutting element 322-1 may be extended from a side of the drill bit 310-1 to expand this initial borehole radius by removing additional earthen material from an internal wall of the borehole 318-1. This extendable cutting element 322-1 may be extended for only a fraction of a full rotation of the drill bit 310-1, before being retracted, such that this larger borehole radius is only present in an angular range of the borehole 318-1. Through this technique the borehole 318-1 may acquire a cross-sectional shape comprising two different circular arcs, each with a uniquely sized radius. In particular, a first circular arc 330-1, centered at the axis 335-1, may comprise a first radius 331-1, while a second circular arc 332-1, centered at the same axis 335-1, may comprise a second radius 333-1, smaller than the first radius 331-1.
FIG. 3-2 shows an embodiment of drilling tool 310-2 disposed within a non-circular borehole 318-2, similar to that shown in FIG. 3-1. The drilling tool 310-2 may comprise a cross section with a radius 334-2 that is smaller than the first radius 331-1, shown in FIG. 3-1, that was formed by extension of the extendable cutting element 322-1. This drilling tool 310-2 cross-sectional radius 334-2 may also be larger than the second radius 333-1 of FIG. 3-1 that was formed by the fixed cutters 321-1 of the drill bit 310-1. The drilling tool 310-2, in fact, may not fit through a borehole formed exclusively by the fixed cutters 321-1 without the enlargement created by the extendable cutting element 322-1. This sizing mismatch may constantly, and with little energy exerted by the drilling tool 310-2, urge the drilling tool 310-2 laterally (as indicated by arrow 340-2) as the smaller second radius 333-1 pushes the drilling tool 310-2 into space created by the larger first radius 331-1.
Also due to this size discrepancy, the drilling tool 310-2 may contact an internal wall of the borehole 318-2 generally at two points 336-2 and 337-2 of the cross section shown. These two points 336-2, 337-2 may be located on the smaller second radius 333-1. Limiting contact generally to two points may reduce friction between the drilling tool 310-2 and the borehole 318-2.
FIG. 3-3 shows an embodiment of a drilling tool 310-3 disposed within a non-circular borehole 318-3. In this embodiment, a first angular range 338-3 occupied by a first circular arc 330-3, forming part of a cross-sectional shape of the borehole 318-3, is larger than a second angular range 339-3 occupied by a second circular arc 332-3. The relative dimensions of these first and second angular ranges 338-3, 339-3 may be determined and adjusted by altering the timing of extension and retraction of an extendable cutting element as described in relation to FIG. 3-1.
FIG. 3-4 shows another embodiment of a drilling tool 310-4 disposed within a non-circular borehole 318-4. In this embodiment, first and second angular ranges 338-4, 339-4, occupied by first and second circular arcs 330-4, 332-4, are even more divergent in relative size than those shown in previous embodiments. As the second angular range 339-4 decreases in size relative to the first angular range 338-4, a lateral urging (as indicated by arrow 340-4) of the borehole 318-4 against the drilling tool 310-4 may decrease as well. Thus, a rate of steering of a drill bit as it forms a borehole through the earth may be controlled by altering timing of extension and retraction of extendable cutting elements.
FIGS. 4-1 and 4-2 show an embodiment of a single subterranean borehole 418-1 at different positions along its length. At a first position along a length of the borehole 418-1, shown in FIG. 4-1, a cross section of the borehole 418-1 may comprise a first circular arc 430-1 positioned at a first rotational orientation. In this orientation, a drilling tool 410-1 disposed within the borehole 418-1 may be urged (as indicated by arrow 435-1) toward the first circular arc 430-1. At a second position along the borehole 418-1 length, shown in FIG. 4-2, a rotational orientation of a first circular arc 430-2 may be rotated relative to the first circular arc 430-1 shown in FIG. 4-1 (as indicated by arrow 450-2). This reorientation of the first circular arc 430-2 may cause the borehole 418-1 to urge the drilling tool 410-1 in a different direction (as indicated by arrow 435-2). Thus, by adjusting the rotational orientation of a borehole's circular arcs, a drilling tool may be urged in various azimuthal directions.
FIGS. 4-3 and 4-4 show an embodiment of a single subterranean borehole 418-3 at different positions along its length. At a first position along a length of the borehole 418-3, shown in FIG. 4-3, a cross section may comprise a first circular arc 430-3 comprising a first radius 440-3. A drilling tool 410-3 disposed within the borehole 418-3 may be urged (as indicated by arrow 435-3) toward the first circular arc 430-3. At a second position along the borehole 418-3 length, shown in FIG. 4-4, a radius 440-4 of a first circular arc 430-4 may be enlarged relative to the radius 440-3 of the first circular arc 430-3 shown in FIG. 4-3. This resizing of the radius 440-4 may steer the borehole 418-3 in a tighter radius of curvature.
FIG. 5 shows an embodiment of a section of elongate hollow borehole 518 formed in an earthen formation. This borehole 518 may have an axis 544 passing therethrough and a cross-sectional shape comprising first and second circular arcs 530, 532 of distinct radii centered at the axis 544. These first and second circular arcs 530, 532 may be adjusted relative to each other in both radii, angular size and rotational orientation during drilling such that they differ at various points along a length of the borehole 518. By adjusting these first and second circular arcs 530, 532 as drilling progresses, the borehole 518 may be formed to comprise multiple curves along its axis 544. These various curves may comprise unique radii of curvature based on the relative dimensions of the first and second circular arcs 530, 532 and the lateral urging forces created thereby. For example, a first curve 540 of the borehole 518, curving toward the first circular arc 530, may comprise a first radius of curvature 541. The size of this first radius of curvature 541 may depend on the relative radii and angular sizes of the first and second circular arcs 530, 532. If this first radius of curvature 541 is not changing a direction of the borehole 518 as rapidly as desirable, then the relative dimensions of the first and second circular arcs 530, 532 may be altered, thus resulting in an increased urging force. For instance, in a second curve 542 of the borehole 518, an angular size of the first circular arc 530 may be reduced while an angular size of the second circular arc 532 may be expanded. By so doing, a second radius of curvature 543 within the second curve 542 may be smaller than the first radius of curvature 541 leading to a more rapid change of direction.
Whereas this discussion has referred to the figures attached hereto, it should be understood that other and further modifications apart from those shown or suggested herein, may be made within the scope and spirit of the present disclosure.
Patent Grant
11002077
