WO2002095278A1

WO2002095278A1 - Protection of underwater elongate members

Info

Publication number: WO2002095278A1
Application number: PCT/GB2002/002318
Authority: WO
Inventors: Robert Gibson
Original assignee: Crp Group Limited
Priority date: 2001-05-18
Filing date: 2002-05-16
Publication date: 2002-11-28
Also published as: GB0112164D0; WO2002095278A9

Abstract

An underwater cladding (10) for an underwater elongate member (such as a pipe, riser, cable etc.) has a cylindrical outer surface (12) having a plurality of grooves (14) therein and extending therealong. Vortex induced vibration (VIV) is thereby suppressed.

Description

DESCRIPTION

PROTECTION OF UNDERWATER ELONGATE MEMBERS

The present invention relates to the protection of underwater pipes, drill risers,

cables or other elongate members.

When water flows past an underwater pipe, drill riser, cable or elongate

member of circuit cross section, vortices may be shed alternately from each side.

The effect of these vortices is to induce fluctuating, across-flow forces on the

structure. If the natural frequency of the structure is close to the shedding frequency

of the vortex the member can be caused to vibrate with a large oscillation amplitude.

Such oscillations not only cause the pipe, drill riser, cable or member to bend more than is desirable, but can also induce unwanted forces on a connector (either underwater or above water) to which the pipe, drill riser, cable or the like is secured,

h extreme cases, the coupling between the pipe, drill riser, cable or the like and the connector is damaged. Also, if there are intermediate connections or joints (e.g. welds), then similar problems can arise.

One solution to the above problem is found in our co-pending patent

application published as GB-A-2335248. The arrangement disclosed therein works

extremely well but in view of the fact that the cladding disclosed therein comprises a series of helical strakes, problems can arise when a clad pipe, drill riser, cable or

other elongate member is fed through conventional pipe-laying apparatus or a vessel moonpool. Whilst it is possible to overcome such problems, there is a desire to avoid

such problems altogether.

In accordance with a first aspect of the present invention an underwater cladding for an elongate member comprises a substantially cylindrical outer surface

having a plurality of grooves therein and extending therealong.

It has been found that the grooves cause disruption of flow around the cladding

in use, reducing vortex induced vibration. In certain circumstances the grooves are

also found to beneficially reduce drag forces on the cladding and hence on the

elongate member. These effects associated with the presence of the grooves have

been found to occur in certain circumst, nces in both steady and fluctuating flow.

In a preferred embodiment, the grooves extend substantially parallel to the longitudinal axis of the cladding. Other arrangements of the grooves are however possible, within the scope of the invention. In one such embodiment the grooves are helical.

The grooves may be mutually parcel. They may be equally mutually spaced, but an unequal or even random groove spacing is also within the scope of the present invention.

Preferably, the grooves axe arranged around the whole periphery or circumference of the cladding. Circumferential coverage of the grooves ensures

suppression of vortex induced vibrations arising from omnidirectional flows.

The groove depth is to be chosen with reference to the diameter of the cladding but preferably lies between 1cm and 30cm.

If desired, the cladding may comprise positively buoyant material. Syntactic

foam (either with or without the inclusion of macrospheres) would be particularly useful in this regard. The use of positively buoyant material is particularly useful in the context of drill risers. Thus, the cladding of the present invention can comprise a buoyancy module for a drill riser. Such a buoyancy module would offset much of

the weight of the drill riser whilst additionally providing protection against vortex

induced vibrations.

The cladding may comprise preformed sections which are subsequently

assembled on, and secured to, the elongate member to be protected. For example, the preformed sections may comprise semi-tubular sections. Alternatively, the preformed

sections may comprise tubular sections. If tubular sections .are used, the sections .are preferably split along their length (e.g. a longitudinal or helical split) to allow the

sections to be located at any point along the length of the elongate member to be

protected.

In either case, the grooves can be moulded into the outer surface of the preformed sections. Alternatively, the preformed sections may be moulded with a smooth outer surface and the grooves may be cut or machined or otherwise formed into the outer surface subsequently, either before or after the preformed sections are

assembled on the elongate member.

In another embodiment, the cladding may be moulded directly onto the outer surface of the elongate member to be protected. The grooves may be moulded into

the outer surface of the cladding. Alternatively, the cladding may be moulded

without the grooves, which may be cut, machined or otherwise formed into the outer surface subsequently. The cladding may be formed as thermal insulation.

While the first aspect of the present invention relates to cladding for an underwater member, the advantage of vortex induced oscillation reduction can also

be achieved where no such cladding is provided. In accordance with a second aspect of the present invention there is an elongate

underwater member comprising a substantially cylindrical outer surface having a

plurality of grooves therein and extending therealong.

Here again the grooves serve to disrupt flow around the outer surface and to

reduce vortex induced vibration, and in some cases drag.

The elongate underwater member may for example be a pipe, riser, drill riser,

cable or drill riser buoyancy.

As for the first aspect of the invention, the grooves may extend substantially parallel to the longitudinal axis of the cladding or may for example be helical.

The grooves may be mutually parallel. They may be equally mutu^ly spaced, but an unequal or random groove spacing is also wtithin the scope of the second aspect of the invention.

Preferably, the grooves are arranged around the whole periphery or circumference of the cladding.

The groove depth is to be chosen with reference to the diameter of the elongate member but preferably lies between 1cm and 30cm.

Specific embodiments of the present invention will now be described, by way

of example only, with reference to the accompanying drawings in which:-

Fig.l is a perspective view of a first underwater cladding embodying the present invention;

Fig.2 is a similar perspective view of a further underwater cladding embodying the present invention;

Figs.3(a)-(d) .are fragmentary views in cross section of four different claddings embodying the present invention;

Fig. 4 is a perspective view of still a further underwater cladding embodying

the present invention and being constructed in sections;

Fig. 5 is a side view of yet a further underwater cladding embodying the

present invention and again being constructed in sections; and

Fig. 6 is a cross section along arrows X-X in Fig. 5.

Referring firstly to Fig.l, a cladding or sheath 10 for an underwater elongate member such as a pipe, drill riser, cable etc (not itself illustrated) can be seen to have

a cylindrical outer surface 12 into which are formed several axially extending grooves 14. In the illustrated embodiment the grooves are equally spaced about the circumference of the cladding 10, although in other embodiments the circumferential spacing of the grooves may be unequal or even random.

An alternative form for the grooves is illustrated in Fig. 2 where the cladding 10' again has a cylindrical outer surface 12' but in this embodiment a plurality of grooves 14' extend helically. Thus the grooves extend both along the length of the cladding and around its circumference.

The profile of the grooves can be chosen to provide appropriate hydrodynamic

characteristics. Figs. 3(a)-(d) show four different embodiments of the grooves

according to the invention. Here the cladding's outer surface is seen at 12" and the

grooves 14 (a-d) are respectively part-circular (14a), oblong (14b), tapered flat- bottomed (14c) and "V" shaped (14d).

The examples 10, 10' of cladding shown in Figs. 1 and 2 are formed as tubes,

each having an internal diameter chosen to receive the elongate underwater member (pipe, drill riser, cable etc) to which they are to be applied. Clearly with such

embodiments the elongate underwater member must be inserted axially into the

cladding which can be problematic.

It is known instead to construct cladding from a set of part-circular

interlocking sections which can be assembled and secured around the elongate underwater member to form a generally tubular cladding. Our own published

application GB-A-2335248 discloses such a construction in detail and Fig. 4 of the present application illustrates how cladding according to the present invention can be constructed in a similar manner.

The cladding 20 in question forms a tubular, flexible, impervious, polyurethane casing comprising a plurality of identical, preformed, releasably

engaged semi-tubular sections 22 which are arranged with respect to one another to provide a cylindrical passage 24 whose diameter is chosen to receive the relevant elongate underwater member.

The required length of cladding is assembled by arranging by arranging the appropriate number of sections 22 along the length of the underwater member. As

illustrated schematically in Fig. 4, opposed semi-tubular sections 22 of the cladding are held together by means of metd bands B passing around the outer surface of the

assembled cladding.

It should also be noted that, in use, diametrically opposed sections of the

cladding may be "staggered" by approximately half the length of the section to ensure

that the vertical joints between two longitudinal adjacent sections are not aligned with the vertical joints between diametrically opposed longitudinally adjacent sections. Moreover, each cladding section may be provided with a reduced-diameter spigot

portion at one end and an enlarged diameter socket portion at the opposed end (as

shown in GB-A-2335248), whereby longitudinally adjacent sections are secured to

one another by fitting a reduced diameter end spigot of one section into a

cornplementarily-shaped enlarged inner diameter end socket portion of the adjacent

section.

The assembled cladding forms a substantially cylindrical outer surface 24 but in common with previously described embodiments there are several grooves 26 formed in the outer surface and extending therealong. In the illustrated example these grooves are straight and axial but other groove formations (eg helical) may again be used.

In use, the cladding 20 is assembled on a pipe, drill riser, cable or other elongate underwater member and the clad elongate member is then positioned underwater. The fact that the outer surface of the cladding is devoid of projections

greatly facilitates the laying of the clad elongate member by conventional pipe laying equipment which removes the requirement for modification of the pipe laying

equipment and improves the reliability of the laying operation.

The grooves 26 may be moulded into the outer surface of the preformed semi- tubular sections 22. Alternatively, the preformed sections may be moulded with a smooth exterior surface (i.e. without the grooves) and the grooves may be cut or

machined into the outer surface subsequently, either before or after the preformed

sections 22 are assembled on the pipe, drill riser, cable or other elongate member.

The embodiment illustrated in Figs. 5 and 6 is somewhat similar to that of the Fig. 4 embodiment. However, instead of being formed in two semi-tubular sections

which are subsequently clamped together, cladding 30 here comprises a plurality of

preformed, flexible, impervious, polyurethane tubular cladding sections 32, each of

which is provided with a single longitudinally-extending slit 34 which passes along

the length of the cladding section, parallel to its longitudinal axis. In order to fit the cladding section onto an underwater pipe, cable or other elongate member, the section

is opened at the slit 34 and manipulated onto the elongate member to be protected. The cladding member may then be held in the shut position by the use of met,al bands (not illustrated) identical to those used in the embodiment of Fig. 4 or by any other suitable fixing means, such as two semi-circular half shells, coupled together at their ends by fastenings, such as bolts. As for the embodiment of Fig. 4, opposite ends of

the cladding section may be provided with a spigot portion and a complementarily- shaped socket portion respectively to assist in the connecting of longitudinally

adjacent sections.

As in previously described embodiments substantially cylindrical outer surface 36 of the cladding has formed in it a set of grooves 38, these being straight and axial

in the illustrated example.

In each of the embodiments, when the cladding is in position underwater, the provision of the grooves in the generally cylindrical outer surface of the cladding interrupts or reduces vortex induced vibration. Moreover, in each case, because the

outer surface of the cladding is devoid of projections, the clad pipe, or other elongate member can be laid underwater using conventional laying mechanisms which do not

require modification. In the above embodiments, the material from which the cladding is made need

not be polyurethane but could, in fact, be any material which is sufficiently flexible

and impervious for the intended use. For example, in the above embodiments it

would be possible to make the cladding from a syntactic foam, e.g. a mixture of glass

microspheres and a thermoset resin matrix (with or without the inclusion of larger macrospheres). A cladding in accordance with the present invention which is made

from syntactic foam would have increased buoyancy which can be desirable in some circumstances. Indeed, the use of such a cladding is particularly suitable to enable the cladding to serve as a buoyancy module for a drill riser. The use of syntactic

foam offsets much of the riser weight and the provision of grooves in the outer surface of the cladding in accordance with the present invention reduces or eliminates vortex induced vibrations on the riser.

The material from which the cladding is made may incorporate an anti-fouling

agent which retards the build-up of material in the grooves which might otherwise impair their effectiveness at reducing vortex induced vibrations. An example of a suitable anti-fouling agent is tributyl tin (TBT) which is typically added to the material used to manufacture the cladding in a conventional of 1 -5%, more preferably 2-3%.

While the above described embodiments of the present invention all concern

ducting of one form or another for receiving an elongate member - pipe, drill riser, cable etc. - it is to be understood that the grooves of the present invention may, in situations where such an underwater elongate member is used without such cladding,

be formed in the outer surface of the elongate member itself. The appearance of such a member may for example be generally in accordance with Fig. 1 or Fig. 2.

Claims

1. An underwater cladding for an elongate member, which is itself elongate

and comprises a substantially cylindrical outer surface having a plurality of grooves

therein and extending along the length of the cladding.

2. An underwater cladding as claimed in claim 1 wherein the grooves extend substantially parallel to the longitudin axis of the cladding.

3. An underwater cladding as claimed in claim 1 wherein the grooves are helical.

4. An underwater cladding as claimed in any preceding claim wherein the grooves are mutUiully parallel.

5. An underwater cladding as claimed in any preceding claim wherein the grooves are equally mutually spaced.

6. An underwater cladding as claimed in any preceding claim wherein the grooves are arranged at intervals around the entire circumference of the cladding's outer surface.

7. An underwater cladding as claimed in any preceding claim wherein the grooves have a depth greater than or equal to 1cm.

8. An underwater cladding as claimed in any preceding claim wherein the grooves have a depth less than 30cm.

9. An underwater cladding as claimed in any preceding claim comprising positively buoyant material.

10. An underwater cladding as claimed in claim 9 comprising syntactic foam.

11. An underwater cladding as claimed in any preceding claim comprising a plurality of preformed sections for assembly on and securing to the elongate

member to be protected.

12. An underwater cladding as claimed in claim 11 wherein the preformed

sections are semi-tubular.

13. An underwater cladding as claimed in claim 11 wherein the preformed

sections are tubular.

14. An underwater cladding as claimed in claim 13 wherein the tubular

sections are split along their length.

15. An underwater cladding as claimed in any of claims 1 to 10 wherein the cladding is moulded upon the outer surface of the elongate member to be protected.

16. An elongate underwater member comprising a substantially cylindrical

outer surface having a plurality of grooves therein and extending along the member's

length.

17. An elongate underwater member as claimed in claim 16 comprising a pipe, riser, cable or riser buoyancy module.

18. An elongate underwater member as claimed in claim 16 or claim 17

wherein the grooves extend substantially parallel to the longitudinal axis of the

member.

19. An elongate underwater member as claimed in claim 16 or claim 17

wherein the grooves are helical.