U.S. patent number 3,817,325 [Application Number 05/192,978] was granted by the patent office on 1974-06-18 for laterally reinforced subterranean conduit for deep waters.
This patent grant is currently assigned to Texaco Inc.. Invention is credited to George E. Mott, Robert L. Skaggs.
United States Patent |
3,817,325 |
Mott , et al. |
June 18, 1974 |
LATERALLY REINFORCED SUBTERRANEAN CONDUIT FOR DEEP WATERS
Abstract
The invention relates to a submarine conduit such as a well
casing, mud riser or other conductor which extends in a
substantially vertical direction between a subterranean well, and a
drilling vessel at the water's surface. The conduit is suspended
from the floating vessel at one end, and connected to a well head
base. A plurality of flexible tension lines such as steel cables or
the like, are stretched parallel to, and adjacent the conduit,
which lines are subjected to a constant pulling force. The lines
are further connected to the conduit by a series of brackets,
spaced therebetween whereby to laterally support the conduit
against displacement by water currents and other forces.
Inventors: |
Mott; George E. (Metairie,
LA), Skaggs; Robert L. (Metairie, LA) |
Assignee: |
Texaco Inc. (New York,
NY)
|
Family
ID: |
22711807 |
Appl.
No.: |
05/192,978 |
Filed: |
October 27, 1971 |
Current U.S.
Class: |
166/359;
405/224.2; 175/7 |
Current CPC
Class: |
E21B
7/128 (20130101); E21B 17/01 (20130101) |
Current International
Class: |
E21B
17/00 (20060101); E21B 7/12 (20060101); E21B
17/01 (20060101); E21B 7/128 (20060101); E21b
007/12 () |
Field of
Search: |
;166/.5,.6 ;175/7 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Sutherland; Henry C.
Assistant Examiner: Favreau; Richard E.
Attorney, Agent or Firm: Whaley; Thomas H. Reis; C. G.
Claims
We claim:
1. A rigid subterranean conduit positioned in an offshore body of
water and disposed in a substantially vertical direction, being
connected to a well formed in the floor of said body of water, and
with a vessel floating at the water's surface, the latter including
constant tension apparatus thereon,
a. an anchoring base fastened at said floor and having a well head
depending upwardly therefrom, the lower end of said subterranean
conduit being detachably connected to said well head and in
communication with said well,
b. constant tension means spaced from said conduit having one end
communicated with said anchor base and the other end operably
connected to said constant tension apparatus whereby to induce a
tension force into said tension means, and
c. a plurality of spacer brackets fixed on said conduit and
extending outwardly therefrom, being operably engaged to said
constant tension apparatus whereby to brace said conductor against
displacement thereof in response to water currents and other
lateral forces acting thereagainst,
d. said spacer brackets being formed of semi-circular components
hinged at joining faces of one side thereof and connected by a
connector at the opposite joining faces whereby to secure said
spacer brackets to said conduit.
Description
BACKGROUND OF THE INVENTION
In the drilling of an offshore petroleum or gas well beneath a body
of water, the usual practice is to provide a well head or base
positioned at the floor of the body of water. Thereafter, a conduit
comprising a continuous length of cylindrical pipe or tubing,
herein referred to as a mud riser, is connected to the well head
whereby to define a closed path between the water's surface and the
well. Through this confined tubing, a drill string is lowered to be
rotated and advanced to form the well.
In the drilling of such a well, the process is facilitated by use
of an appropriate drilling mud which is forced downwardly under
pressure through the drill string. The mud, upon being discharged
from the drill bit, passes upwardly along the walls of the well and
thence into the mud riser. The mud flow thereby not only carries
away drill cuttings, but lubricates the operation as well.
In offshore wells, the submarine conduit or mud riser is subjected
to certain forces which would tend to laterally displace the riser.
The displacing forces are primarily wave forces and currents acting
against the conduit also including, among others, the forces
induced as a result of the movement of the drilling vessel or ship
when the latter is being used, instead of a stationary
platform.
In the instance of wells drilled in relatively deep water, the mud
riser would usually be subjected to considerably greater lateral
displacing forces than would be the instance in shallow water.
Further, as the water depth increases these displacing forces are
not always constant in magnitude, or direction.
The basic structure of mud risers results in their being unstable
in compression and therefore must be maintained in tension. This is
usually accomplished by exerting an upward pull on the top of the
riser by devices on the drill vessel. Thus, the mud riser in deep
water is commonly subjected to severe bending stresses as well as
being placed under considerable tension.
As an engineering necessity, the mud riser must be maintained
within known tolerances. These tolerances include angular rotation
at the bottom of the riser, displacement at the top of the riser,
and combined bending and tensile stresses throughout whereby to
remain stable and to continue the drilling operation. To mitigate
such complications, the mud riser is generally tensioned to a
degree by automatically functioning apparatus carried on the
drilling vessel, such tension application having the effect of
minimizing curvature and angular rotation at the bottom of the
riser.
It is appreciated however that with greater water depths, and with
the number of deformations induced in the mud riser, the tension
which must be induced into the conduit becomes considerable and can
eventually exceed the physical limits of existing known tensioning
devices. Such circumstances could cause fracturing or cracking of
the mud riser, a circumstance that would constitute a serious
detriment to the drilling operation, or could cause costly delays
in drilling operations due to angular and displacement tolerances
being exceeded.
Toward obviating this drilling problem in deep water offshore
wells, the present invention provides means for effectively
minimizing the amount of distortion and angularity in a mud riser
without the necessity of devising new or added means for exerting
additional tension on the riser. Such means includes a tensioning
system preferably in the form of a plurality of flexible lines such
as steel cables, which are disposed adjacent to the vertical riser.
The flexible tension lines are connected at their lower ends to an
anchor base which further incorporates the subterranean well and
well head equipment. The tension lines extend upwardly through the
water in a direction parallel to the riser, and are operably
connected to a constant tensioning apparatus on the drilling
vessel. The latter apparatus is adapted to operably engage the
flexible lines and to induce a constant stress thereon regardless
of the undulations or movement of the drilling vessel. A plurality
of brackets spaced between the riser and the tension lines, then
constitute a reinforcing means which is connected to the vertical
conduit, and spaced longitudinally therealong.
DESCRIPTION OF THE DRAWINGS
FIG. 1 is an elevation view partially in cross section, showing the
instant mud riser and tensioning system.
FIG. 2 is a cross section segmentary on an enlarged scale taken
along line A--A in FIG. 1.
FIG. 3 is a cross sectional view on an enlarged scale taken along
line B--B in FIG. 1 to illustrate an alternate embodiment.
FIG. 4 is a segmentary view on an enlarged scale showing an
alternate embodiment of the bracket arm.
FIG. 5 is another embodiment of the support bracket member shown in
partial cross section.
In the drawings, FIG. 1 illustrates a mud riser installation of the
type contemplated wherein a drilling vessel 10 is floatably
positioned at the water's surface and there maintained in a
relatively stable condition. The positioning can be achieved in a
number of ways including the conventional anchoring by a plurality
of anchors disposed about and at a distance from the vessel.
However, vessel positioning can also be achieved by stabilizing
means incorporated in the vessel in the form of lateral thrusters
which function as needed to maintain the vessel over a desired
location.
A well 11 formed in the substrate beneath the body of water
comprises normally, a series of elongated casing members 12
disposed coaxially one with the other and fixed to the ocean floor
by cementing or other suitable means. Well head and pressure
control equipment 13 carried at the upper end of casing 12 is
further supported by an anchoring base 14 which comprises a raised
metallic platform formed of structural members securely connected
to the outermost well conductor.
Pad 14 is further provided with retainers for holding the lower end
of the tensioned system which can comprise two or more flexible
lines 16 and 17. The latter extend from base 14, upwardly through
the water in a direction parallel one to the other. The upper end
of the respective lines are operably connected to constant tension
apparatus 15 carried on the vessel.
Drilling of well 11 is achieved by means of a derrick 18 carried on
vessel 10. Also included on the vessel is equipment necessary for
lowering and rotating a drill string and bit downwardly into well
11.
A vertically positioned submarine conduit 19 extends between vessel
10 and well head 13 being removably connected to the latter and
engaging the vessel at a slip joint 30. The latter functions to
compensate for movement of vessel 10 while maintaining the vertical
integrity of the conduit. Said conduit 19 which will be hereinafter
also referred to as a mud riser 19, is normally connected to vessel
10 by a support means 29. The latter is adapted to carry the weight
of riser 19 as well as to adjust the upward pull exerted thereon in
response to movement of the vessel. The upper end of the slip joint
30 is also suspended from the vessel to maintain the top of the
riser at a constant elevation in relation to the vessel.
A plurality of support brackets 20 spaced along conduit 19, extend
outwardly from the latter to engage the respective tension lines 16
and 17 whereby to transfer lateral forces induced into the conduit
by waves, water currents and the like, to the respective lines.
Drilling vessel 10 as mentioned, is of the floating type
essentially because of the great water depth. The vessel further
embodies the necessary equipment for achieving a well drilling
and/or producing operation. The constant tension apparatus 15
carried on vessel 10 can assume a number of embodiments within the
skill of the art. However, it is functionally adapted to operably
engage the tension lines 16 and 17 while moving up and down with
the vessel and maintaining a constant tension on said lines.
Said tensioning apparatus can be of the hydraulic or mechanical
type either of which is automatically responsive to movement of
vessel 10 as well as to the other factors whereby to automatically
respond to vessel movement and adjust to maintain an upward pull on
lines 16 and 17.
Vessel 10 further incorporates a mud riser support system embodying
one or more units 29 which are connected to, and actuatable to
apply an upward force to riser 19. This form of tensioning device
is also known in the art and may assume a general configuration and
function of a dash pot arrangement or hydraulic tensioning device
whereby movement of mud riser 19 is stabilized through a suitable
self actuating hydraulic or mechanical system.
Anchoring base 14, as previously mentioned comprises in essence a
raised structure for centralizing pressure controls and riser
connectors over the well bore. Said base is fabricated and
assembled at the water's surface and thereafter lowered to the
ocean floor at the site of a proposed drilling operation. Said
anchoring structure 14 can of course assume a number of
foundation-like embodiments as mentioned, which are well known in
the art.
Riser conduit 19 is formed generally of separate lengths of steel
casing, tubing or pipe, 16 to 24 inches in diameter. The pipe
lengths are sequentially made up and joined by special connectors
welded to each joint of conduit as the conduit is lowered to the
ocean floor. Following normal practice, the riser conduit 19 is
provided at its lower end with a connector 19a actuatable from the
drilling vessel whereby to permit remote coupling or uncoupling
operations as needed.
Referring to FIG. 1, the upper end of riser conduit 19 is provided
with connectors such as a series of peripherally spaced lugs 22 and
23 which are adapted to connect to the tensioning apparatus 29. The
function of the latter as noted is merely to continually transmit
the tension force from the tensioning apparatus 29 to the
riser.
Referring to FIG. 3, with riser conduit 19 properly disposed
substantially vertically in the water, the drill string or casing
26 positioned centrally thereof will define an annular passage 21
between the walls of the adjacent conduit and drill string or
casing. Return mud flow through passage 21 is urged by mud pumps
carried on the drilling vessel pumping liquid mud down through the
drill pipe to the bit and thence back to the surface through the
annulus 21.
A plurality of radially extending brackets 20 are carried on the
riser conduit 19 at spaced intervals along the length thereof. Said
brackets, as shown in FIG. 3, comprise in one embodiment, a pair of
hinged segments 27 and 28. When brought together within retainers
24 and 25 on the conduit outer surface, said segments can be
tightly fastened to the latter as to maintain a fixed position
thereon. The longitudinal spacing of said brackets is such as to
provide the necessary support to the conduit and can vary as
desired compensating for the water current conditions at a
particular drilling site.
The lateral bracket 20 as shown in FIG. 3 is provided with a
plurality of radially extending arms 31 and 32 which in the instant
arrangement, comprises four. However, it should be appreciated that
said arms can vary in number to accommodate the drilling system
being used.
The remote end of each arm is provided with means to slidably
engage the respective cables 16 and 17. Said engaging means is such
to permit the arm to slide along the cable as the mud riser is
extended and installed, and yet fits sufficiently tightly about the
cable to minimize movement thereof in a horizontal direction.
In one embodiment, the connecting means at the arm 31 extremity
comprises a split collar 33 having a center opening which is
readily slidable along the cable 16. Collar 33 can be readily
fastened in place about said cable by bolting, latching or other
suitable means at joint 34.
In an alternate embodiment as shown in FIG. 4, the bracket's outer
cable engaging portion comprises a pair of horizontally spaced
apart parallel rollers 36 and 37 disposed at each arm end. The
latter are contoured along their respective faces to receive the
cable 16 therebetween and to facilitate movement of bracket 20
while maintaining the vertical disposition of mud riser 19.
In the instance of the roller type construction, outboard roller 36
is mounted on a hinged element 40, pivotable about joint 45 in a
manner to removably engage arm 31. Thus, as the mud riser 19 is
lowered, the roller unit can be laterally engaged and bolted or
latched into place to position the respective rollers 36 and 37
about cable 16. Thereafter, roller 36 is adjusted into place and
fastened by latch 34 to rigidly position cable 16 itself and fixed
roller 37 thus obviating relative movement between the cable and
the bracket except in a vertical direction.
Under normal operating circumstances where the tidal or current
flow of water in a particular area exerts lateral forces against
the mud riser 19, the strains imposed on the latter will be
transferred along the radial arms 31 and 32 of the bracket 20, to
the respective cables 16 and 17. Thus, by maintaining a desired
constant tension on the respective cables, the latter will tend to
neutralize said lateral forces whereby to minimize deformation or
displacement of the riser.
In an alternate embodiment of the conduit structure and as shown in
FIG. 5, riser conduit sections 51 and 52 can be provided with
opposed flanged ends 42 and 43. The latter structure will then
permit coupling of the respective segments through the use of a
suitable connecting ring 44 which functions similarly to bracket
20. As shown, ring 44 comprises a pair of semi-circular segments
having central channel section 46, which segments correspond one to
the other. The segments, when positioned about the mud riser 19,
will urge the corresponding flanges 42 and 43 into fluid tight
sealing engagement through a gasketing member 47. Said split
segments are likewise provided with radially extending arms as in
the instance of the previously described bracket 20 to engage the
tensional cables. Thus, as the mud riser 19 is lowered, the
removable bracket comprising segments 51 and 52 can be applied by
positioning conduit flanges 42 and 43 therebetween in proper
alignment, to form the channel section firmly about the
flanges.
Other modifications and variations of the invention as hereinbefore
set forth may be made without departing from the spirit and scope
thereof, and therefore, only such limitations should be imposed as
are indicated in the appended claims.
* * * * *