BACKGROUND
[0001] The statements in this section merely provide background information related to the
present disclosure and may not constitute prior art.
[0002] This disclosure relates to methods for cementing subterranean wells.
[0003] During the construction of subterranean wells, it is common, during and after drilling,
to place a tubular body in the wellbore. The tubular body may comprise drillpipe,
casing, liner, coiled tubing or combinations thereof. The purpose of the tubular body
is to act as a conduit through which desirable fluids from the well may travel and
be collected. The tubular body is normally secured in the well by a cement sheath.
The cement sheath provides mechanical support and hydraulic isolation between the
zones or layers that the well penetrates. The latter function is important because
it prevents hydraulic communication between zones that may result in contamination.
For example, the cement sheath blocks fluids from oil or gas zones from entering the
water table and polluting drinking water. In addition, to optimize a well's production
efficiency, it may be desirable to isolate, for example, a gas-producing zone from
an oil-producing zone.
[0004] The cement sheath achieves hydraulic isolation because of its low permeability. In
addition, intimate bonding between the cement sheath and both the tubular body and
borehole is necessary to prevent leaks. Persons skilled in the art know that there
are various conditions and events in a wellbore that may interfere with the goal of
achieving hydraulic isolation. Such conditions and events include temperature and
pressure fluctuations, hydrostatic pressure changes inside casing, mechanical disturbances
such as perforating, hydraulic fracturing and seismic movements, and the presence
of formation fluids that may be corrosive to the cement sheath, the casing or both.
[0005] Persons skilled in the art also know that, when there is a pressure drop inside cemented
casing, the casing diameter may decrease and move away from the cement sheath. As
a result, a microannulus may form, providing a fluid-flow path between two subterranean
zones or between a subterranean zone and the surface. One method for preventing or
sealing a microannulus is to use cement slurries that contain an expanding agent.
However, the use of expanding agents is usually limited to wellbore environments in
which the Young's modulus of the cement sheath is lower than that of the formation.
If the Young's modulus of the cement sheath is higher than that of the formation,
the cement sheath will preferentially expand into the formation and away from the
casing, thereby increasing the size of the microannulus. In many cases this problem
may be overcome by using cement systems that are designed to have low Young's moduli.
However, in extreme cases, it is not practical to design cement systems with sufficiently
low Young's moduli because strength would be compromised.
SUMMARY
[0006] Embodiments allow improvements by providing well casings that minimize or prevent
the expansion of the cement sheath away from the casings.
[0007] In an aspect, embodiments relate to apparatuses for improving bonding of a cement
sheath in an annulus of a subterranean well having a borehole wall. The apparatus
comprises a tubular body and at least one anchoring element. The anchoring element
comprises a stem and a hook. The stem of the anchoring element protrudes from the
outer surface of the tubular body by at least 2 mm, but does not protrude farther
than about 0.5 times the width of the annulus. The hook is attached to a portion of
the stem that is distal to the tubular body, such that the hook and the stem are not
collinear.
[0008] In a further aspect, embodiments relate to methods for improving bonding of a cement
sheath in an annulus of a subterranean well having a borehole wall. At least one apparatus
comprising a tubular body and at least one anchoring element is installed in the wellbore.
The element comprises a stem and a hook. The stem protrudes from the outer surface
of the tubular body by at least 2 mm, but does not protrude farther than about 0.5
times the width of the annulus. The hook is attached to a portion of the stem that
is distal to the tubular body, such that the hook and the stem are not collinear.
A cement slurry is prepared that comprises at least one expansive agent. The slurry
is placed in the annular space between the outer surface of the tubular body and the
borehole wall such that the slurry surrounds the anchoring elements. The slurry is
then allowed to set and expand.
[0009] In yet a further aspect, embodiments relate to methods for cementing a subterranean
wellbore having a borehole wall. At least one apparatus comprising a tubular body
and at least one anchoring element is installed in the wellbore. The element comprises
a stem and a hook. The stem protrudes from the outer surface of the tubular body by
at least 2 mm, but does not protrude farther than about 0.5 times the width of the
annulus. The hook is attached to the portion of the stem that is distal to the tubular
body, such that the hook and the stem are not collinear. A cement slurry is prepared
that comprises at least one expansive agent. The slurry is placed in the annular space
between the outer surface of the tubular body and the borehole wall such that the
slurry surrounds the anchoring elements. The slurry is then allowed to set and expand.
The tubular body may be casing, liner or coiled tubing or a combination thereof.
BRIEF DESCRIPTION OF THE DRAWINGS
[0010] Figure 1 illustrates the formation of a microannulus between a casing string and
the cement sheath, resulting from a hydrostatic pressure drop inside the casing string.
[0011] Figure 2 is a graph that illustrates how the Young's modulus of the formation affects
the size of a microannulus when an expanding cement system is present.
[0012] Figure 3 illustrates the formation of a microannulus between the cement sheath and
the formation, arising from a situation during which a non-expanding cement sheath
does not separate from the casing string.
[0013] Figure 4 illustrates the same scenario as Fig. 3 when an expanding cement sheath
is present. Microannulus formation does not occur.
[0014] Figure 5 illustrates an embodiment of an anchoring element mounted on the casing
string, preventing separation of the cement sheath from the casing string.
[0015] Figure 6 illustrates an embodiment of how anchoring elements may be arranged around
the circumference of the casing string.
[0016] Figures 7A-7E illustrate several embodiments of anchoring element shapes. The common
theme is that the elements protrude in a manner such that the stem is approximately
perpendicular to the casing surface.
[0017] Figure 8A illustrates the orientation of the flow direction at an angle alpha to
the plane of the anchoring element. Figure 8B illustrates the orientation of an anchoring
element in a well with respect to cement-slurry flow.
[0018] Figure 9 illustrates the orientation of an anchoring element at an angle theta to
the flow direction.
DETAILED DESCRIPTION
[0019] The disclosure may be described in terms of treatment of vertical wells, but is equally
applicable to wells of any orientation. The disclosure may be described for hydrocarbon
production wells, but it is to be understood that the disclosure may be used for wells
for production of other fluids, such as water or carbon dioxide, or, for example,
for injection or storage wells. It should also be understood that throughout this
specification, when a concentration or amount range is described as being useful,
or suitable, or the like, it is intended that any and every concentration or amount
within the range, including the end points, is to be considered as having been stated.
Furthermore, each numerical value should be read once as modified by the term "about"
(unless already expressly so modified) and then read again as not to be so modified
unless otherwise stated in context. For example, "a range of from 1 to 10" is to be
read as indicating each and every possible number along the continuum between about
1 and about 10. In other words, when a certain range is expressed, even if only a
few specific data points are explicitly identified or referred to within the range,
or even when no data points are referred to within the range, it is to be understood
that the inventors appreciate and understand that any and all data points within the
range are to be considered to have been specified, and that the inventors have possession
of the entire range and all points within the range.
[0020] As discussed earlier, a microannulus may form if the hydrostatic pressure inside
the casing falls. An example of this situation is the replacement of a drilling fluid
inside casing by a low-density completion fluid. The casing may shrink away from the
cement, giving rise to a microannulus. This scenario is illustrated in Fig. 1. The
casing
1 is filled with a fluid
2. When the fluid density falls, the casing shrinks away from the cement sheath
3, forming a microannulus
4. The cement sheath may remain bonded to the formation
5.
[0021] A potential solution to the microannulus problem is to include an expanding agent
in the cement system. However, the ability of such a cement system to close a microannulus
may depend on the mechanical properties of the cement sheath and the formation. One
may use the CemSTRESS™ wellbore modeling application, available from Schlumberger,
to perform an analysis of these relationships. The physics of the model is described
in the following publication:
Thiercelin MJ et al.: "Cement Design Based on Cement Mechanical Response," paper SPE
52890 (1998). The software may be used to determine the optimal mechanical properties of the set
cement and the necessary amount of cement-sheath expansion. Ultimately, a cement system
may be designed that meets the requirements specified by the software.
[0022] A CemSTRESS™ simulation, illustrated in Fig. 2, assumes that the Young's modulus
of the formation is 7000 MPa and that there is a 38-µm microannulus between the cement
sheath and the casing. The well geometry consists of a 17.8-cm (7-in) casing in an
21.6-cm (8.5-in.) open hole. When the Young's modulus of the cement sheath exceeds
that of the formation, the presence of an expanding cement exacerbates the microannulus
problem (i.e., the microannulus becomes wider). To overcome this problem, another
method may be required to ensure that the cement sheath remains attached to the casing.
[0023] Figure 3 illustrates what may happen when a conventional non-expansive cement sheath
is made to remain attached to the casing. The microannulus
4 may form at the interface between the cement sheath
3 and the formation
5. This scenario is also undesirable because the microannulus may allow the passage
of formation fluids between subterranean zones or to the surface. Use of an expanding
cement may minimize or prevent the formation of a microannulus at the cement-formation
interface (Fig. 4).
[0025] Applicant has determined methods by which the cement sheath may be anchored to well
tubulars, which may comprise casing, liner, coiled tubing or a combination thereof.
The tubulars may be fabricated from steel, titanium, aluminum, a composite material
or plastic. The anchoring mechanism may have the following characteristics.
- Sufficient length to allow a cement slurry to flow and displace drilling fluid between
the anchoring elements and the casing, but not too long to negatively affect the running
of casing into the borehole.
- Sufficient rigidity to survive placement in the borehole and not be deformed by cement
expansion. Applicant has determined that elements at least 1 mm thick (if fabricated
from steel) may have sufficient rigidity.
- Distributed evenly around the casing circumference and along the length where anchoring
is required (hence a helicoidal arrangement).
- Designed to allow the flow of spacer fluid and cement to displace drilling fluid -
oriented perpendicular to, or at low angle to the flow direction or sufficiently thin
to prevent entrapment of the drilling fluid.
- May be directly welded to the casing or attached by rigid clamps, or the tubular body
may be machined such that grooves are created that effectively create protrusions.
[0026] It may not be necessary for the anchoring elements to be placed on every joint of
casing. The anchoring elements may be confined to key zonal-isolation areas along
the casing string, for example along regions where the formation has a low Young's
modulus. The anchoring elements may also be part of a special joint that is run as
part of the casing string. The casing or special joint may also include centralizers
to help protect the anchoring elements during installation in the well.
[0027] One anchoring mechanism is illustrated in Fig. 5. An anchoring element
10 is attached to casing
11 and protrudes into the cement sheath
12. The length of the anchor stem
13 may be at least 2 mm to allow fluids to flow freely around the element. However,
the length of the element may be less than or equal to 0.5 times the width of the
annulus between the casing and the formation. For example, in the annulus between
a 7-in. (178-mm) casing string and an 8.5-in. (216-mm) open hole (with zero standoff
between the casing and the formation), the length of the anchoring element may be
less than 9.5 mm. At the end of the anchor stem is a hook
14.
[0028] An example of a possible distribution of anchoring elements around a casing string
is shown in Fig. 6. The anchoring elements
20 may be arranged on the casing
21 in a helical pattern. The anchoring elements continue in the same pattern along the
back side of the casing (not shown). Ideally, the anchoring elements may be spaced
at a minimum of 60° phasing around the casing (assuming a 7-in. casing) In Fig. 6,
the arrow
22 indicates the circumferential distance between the centers of the anchoring elements.
For a 7-in. casing and 60° phasing the distance would be 93 mm. Larger casing diameters
may require a minimum phasing of 30° with the aim of maintaining the circumferential
spacing below about 100 mm. The vertical spacing of the anchoring elements, indicated
by arrow
23, is ideally between 100 mm and 200 mm independent of casing diameter.
[0029] The shape of the anchoring elements may be such that they feature an angle between
the stem
13 and the hook (hereinafter called the hook angle), thus providing mechanical resistance
to set cement attempting to separate from the casing. The shapes may comprise those
illustrated in Figs. 7A-7E. Each figure shows an anchoring element
13 mounted on casing
11. The hook angle
15 may be ≥ 0° to allow good mud removal in all orientations and <170° to hold the cement
in place.
[0030] In some instances the hook angle
15 may be less than about 90°, but in this case the anchoring element should be oriented
with respect to the flow direction to ensure that cement surrounds the anchoring element.
[0031] The stem may have a circular cross section with a diameter between 1 mm and 20 mm,
between 1 mm and 10 mm or between 1 mm and 5 mm. The stem may have a rectilinear cross
section with the largest dimension between 1 mm and 20 mm, between 1 mm and 10 mm
or between 1 mm and 5 mm. In these cases the orientation of the hook element in relation
to the cement slurry flow direction is not important, provided that the hook angle
is not less than about 90°.
[0032] If the hook angle
15 is less than about 90° (Fig. 8A) the anchoring element may be oriented so that cement-slurry
flow can easily remove the drilling fluid from the area surrounding the anchoring
element. In this case the anchoring element should be oriented such that cement slurry
flows past the element at an angle alpha (α) less than about ±45° or greater than
±135°. As shown in Fig 8A, if one envisions fluid flowing vertically out of the page
toward the reader, the angle α is either 0° or 180°. If one envisions fluid flowing
horizontally along the page in a direction perpendicular to the larger dimension of
stem
13, the angle α is either -90° or +90°. The orientation of an anchoring element, and
it's angle α with respect to the direction of cement slurry flow in a well (indicated
by the arrows), is shown in Fig. 8B.
[0033] The stem may be made of sheet like material where the rectangular cross section has
a largest dimension between 1 mm and 20 mm, between 1 mm and 10 mm or between 1 mm
and 5 mm.. As shown in Fig. 9, in this case the orientation of the larger dimension
of the stem with respect to the flow
90 has to be controlled to allow optimal mud removal. The angle theta (θ) as shown in
Fig. 9 should ideally be less than about ±45° or greater than ±135°. For reference,
if the stem of the anchoring device is parallel to the flow
90, the angle theta (θ) is 0° or 180°.
[0034] In an aspect, embodiments relate to apparatuses for improving bonding of a cement
sheath in an annulus of a subterrenean well having a borehole wall. The apparatus
comprises a tubular body and at least one anchoring element. The anchoring element
comprises a stem and a hook. The stem of the anchoring element protrudes from the
outer surface of the tubular body by at least 2 mm, but does not protrude farther
than about 0.5 times the width of the annulus. The hook is attached to a portion of
the stem that is distal to the tubular body, such that the hook and the stem are not
collinear.
[0035] In a further aspect, embodiments relate to methods for improving bonding of a cement
sheath in an annulus of a subterranean well having a borehole wall. At least one apparatus
comprising a tubular body and at least one anchoring element is installed in the wellbore.
The element comprises a stem and a hook. The stem protrudes from the outer surface
of the tubular body by at least 2 mm, but does not protrude farther than about 0.5
times the width of the annulus. The hook is attached to a portion of the stem that
is distal to the tubular body, such that the hook and the stem are not collinear.
A cement slurry is prepared that comprises at least one expansive agent. The slurry
is placed in the annular space between the outer surface of the tubular body and the
borehole wall such that the slurry surrounds the anchoring elements. The slurry is
then allowed to set and expand.
[0036] In yet a further aspect, embodiments relate to methods for cementing a subterranean
wellbore having a borehole wall. At least one apparatus comprising a tubular body
and at least one anchoring element is installed in the wellbore. The element comprises
a stem and a hook. The stem protrudes from the outer surface of the tubular body by
at least 2 mm, but does not protrude farther than about 0.5 times the width of the
annulus. The hook is attached to a portion of the stem that is distal to the tubular
body, such that the hook and the stem are not collinear. A cement slurry is prepared
that comprises at least one expansive agent. The slurry is placed in the annular space
between the outer surface of the tubular body and the borehole wall such that the
slurry surrounds the anchoring elements. The slurry is then allowed to set and expand.
The tubular body may be casing, liner or coiled tubing or a combination thereof.
[0037] For all aspects the anchoring elements may be arranged in a helical pattern around
the outer surface of the tubular body.
[0038] For all aspects, the cement slurry may comprise an inorganic cement comprising Portland
cement, calcium aluminate cement, fly ash, blast furnace slag, lime/silica blends,
cement kiln dust, magnesium oxychloride, chemically bonded phosphate ceramics, zeolites,
geopolymers and combinations thereof. Organic cement systems comprising epoxy resins,
phenolic resins, furan resins and the like are also envisioned.
[0039] For all aspects, the expansive agent in the cement slurry may comprise sodium chloride,
calcium sulfate, aluminum sulfate, iron (II) sulfate, magnesium oxide, calcium oxide,
aluminum metal, zinc metal, magnesium metal, swellable particles in emulsified oils
or combinations thereof.
[0040] Although various embodiments have been described with respect to enabling disclosures,
it is to be understood that the preceding information is not limited to the disclosed
embodiments. Variations and modifications that would occur to one of skill in the
art upon reading the specification are also within the scope of the disclosure, which
is defined in the appended claims.
1. An apparatus for improving bonding of a cement sheath in an annulus of a subterranean
well having a borehole wall, comprising:
(i) a tubular body; and
(ii) at least one anchoring element, the element comprising a stem and a hook; wherein
the stem protrudes from the outer surface of the tubular body by at least 2mm, but
does not protrude farther than about 0.5 times the width of the annulus; and the hook
is attached to a portion of the stem that is distal to the tubular body, such that
the hook and the stem are not collinear.
2. The apparatus of claim 1, wherein the tubular body is casing, liner or coiled tubing
or a combination thereof.
3. The apparatus of claim 1 or 2, wherein the stem has a circular cross-sectional diameter
of a rectilinear cross-sectional length, and the length or the diameter does not exceed
20 mm.
4. The apparatus of any one of claims 1-3, further comprising at least one weld that
attaches the apparatus to the tubular body.
5. The apparatus of any one of claims 1-4, further comprising at least one clamp that
attaches the apparatus to the tubular body.
6. The apparatus of any one of claims 1-5, wherein the apparatus is fabricated from steel,
titanium, aluminum, a composite material, a plastic or a combination thereof.
7. The apparatus of any one of claims 1-6, wherein the apparatus is fabricated from steel,
and the cross sectional thickness of the stem is between 1 mm and 20 mm.
8. A method for improving bonding of a cement sheath in an annulus of a subterranean
well having a borehole wall, comprising:
(i) installing in the wellbore at least one apparatus comprising a tubular body and
at least one anchoring element, the element comprising a stem and a hook, wherein
the stem protrudes from the outer surface of the tubular body by at least 2mm, but
does not protrude farther than about 0.5 times the width of the annulus; and the hook
is attached to a portion of the stem that is distal to the tubular body, such that
the hook and the stem are not collinear;
(ii) preparing a cement slurry comprising at least one expansive agent;
(iii) placing the cement slurry in an annular space between the outer surface of the
tubular body and the borehole wall, such that the slurry flows along the outer surface
of the tubular body and surrounds the anchoring elements; and
(iv) allowing the cement slurry to set and expand.
9. The method of claim 8, wherein the tubular body is casing, liner or coiled tubing
or a combination thereof.
10. The method of claim 8 or 9, wherein the stem protrudes from the tubular body surface
by at least 2 mm, but does not protrude farther than 0.5 times the width of the annulus.
11. The method of any one of claims 8-10, wherein the anchoring elements are arranged
in a helicoidal pattern around the outer surface of the tubular body.
12. The method of any one of claims 8-11, wherein the stem has a circular cross-sectional
diameter or a rectilinear cross-sectional length, and the length or the diameter does
not exceed 20 mm.
13. The method if any one of claims 8-12, wherein the stem comprises a sheet-like material,
and an angle θ between the larger dimension of the stem and the direction of slurry
flow along the outer surface of the tubular body is less than about ±45° or greater
than ±135°.
14. The method of any one of claim 8-13, wherein the cement comprises Portland cement,
calcium aluminate cement, fly ash, blast furnace slag, lime/silica blends, cement
kiln dust, magnesium oxychloride, chemically bonded phosphate ceramics, zeolites,
geopolymers, and combinations thereof.
15. The method of any one of claims 8-14, wherein the expansive agent comprises sodium
chloride, calcium sulfate, aluminum sulfate, iron (II) sulfate, magnesium oxide, calcium
oxide, aluminum metal, zinc metal, magnesium metal, swellable particles in emulsified
oils or combinations thereof.