CA1044027A - Method of laying underwater pipeline - Google Patents

Method of laying underwater pipeline

Info

Publication number
CA1044027A
CA1044027A CA253,721A CA253721A CA1044027A CA 1044027 A CA1044027 A CA 1044027A CA 253721 A CA253721 A CA 253721A CA 1044027 A CA1044027 A CA 1044027A
Authority
CA
Canada
Prior art keywords
pipeline
water
ballast tube
assembly
liquid
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
CA253,721A
Other languages
French (fr)
Inventor
Jacques E. Lamy
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Compagnie Generale Pour Les Developpements Operationnels Des Richesses s Ous Marines C G Doris
Original Assignee
Compagnie Generale Pour Les Developpements Operationnels Des Richesses s Ous Marines C G Doris
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from FR7516962A external-priority patent/FR2312714A1/en
Priority claimed from FR7614432A external-priority patent/FR2351339A2/en
Application filed by Compagnie Generale Pour Les Developpements Operationnels Des Richesses s Ous Marines C G Doris filed Critical Compagnie Generale Pour Les Developpements Operationnels Des Richesses s Ous Marines C G Doris
Application granted granted Critical
Publication of CA1044027A publication Critical patent/CA1044027A/en
Expired legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/14Laying or reclaiming pipes on or under water between the surface and the bottom
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/16Laying or reclaiming pipes on or under water on the bottom
    • F16L1/163Laying or reclaiming pipes on or under water on the bottom by varying the apparent weight of the pipe during the laying operation
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/16Laying or reclaiming pipes on or under water on the bottom
    • F16L1/165Laying or reclaiming pipes on or under water on the bottom by towing the pipe on or near the bottom

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Pipeline Systems (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Revetment (AREA)
  • Earth Drilling (AREA)
  • Sewage (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

METHOD AND APPARATUS

Jacques Edouard LAMY
COMPAGNIE GENERALE POUR LES DEVELOPPEMENTS
OPERATIONNELS DES RICHESSES SOUS-MARINES
"C.G. DORIS".

ABSTRACT OF THE DISCLOSURE

The invention consists of a method and apparatus for laying a pipeline, such as an oil duct or a gas duct, in a body of water, wherein the pipeline, or a section thereof, is enclosed within a ballast tube such that an intermediate space is formed between the pipeline or pipeline section and the ballast tube, said space being filled with a liquid less dense than water, such as a light hydrocarbon, while the pipeline is being laid, but may be filled, after the pipeline has been laid, with soft water or with a liquid heavier than water such as a grouting having a base of a hydraulic or.
hydrocarbon binder. The invention also comprises the provision of a plug at one end of an assembly of pipeline section and ballast tube whereby a free end of said assembly may be secured as by welding to a second assembly of pipeline section and ballast tube at a position remote from the liquid contained in the intermediate space in said first assembly.

Description

:
- The present invention relates to the laying of a pipeline su~h as an oil duct or a gas duct, in a body of water.
Whatever method is employed for such laying~ whether it be by traction from a shore towards open water or by submersion from the surface of the water from a floating device, buoyancy elements/ such as floats , are normally associated with the pipeline to give it a positive buoyancy, as well as cables or ballasting chains resting on the bed of the body of water. The `
pipeline thus floats , at least temporarily in the midst of water.
When the whole of the pipeline is in position and is to go into service (for example for the transport of petroleum or natural gas), its buoyancy is destroyed by releasing its floats or filling them with water~ The pipeline then comes to rest on the bed. In certain cases, particularly in very deep water, it is nevertheless preferred to maintain a permanent buoyancy at a desired distance from the surface of the water.
In a general manner, the present invention aims to improve the conditions of laying and of using the pipeline, particularly so far as the creation and possible destruction of its buoyancy are concerned. More particularly, it has the aim of improving the protection of the pipeline against an environment that is relatively corrosive with time, i.e. the body of water in which it is submer~ed, and equally, at least in certain cases, to reduce ; the risk of lmplosion of the pipeline due to the depth of its submersion.
To this effect, according to the invention, the pipeline is enclosed within a continuous ballast tube and as laying of the assembly of pipeline and ballast tube proceeds, the space be-tween the pipeline and ballast tube is filled~ at least 30 temporarily, with a liquid less dense than water, consisting preferably of a light hydrocarbon.
- 2 -.~'' ~4~
. .
The diameter and wall thickness of the ballast tube are calculated so that, taking into account the low density of said ... . .
liquid, the assembly of pipeline and ballast tube has a positive -~buoyancy temporarily, that is to say while it is being laid, or permanently, that is to say after it has been laid, in the case where it is desired that, even in service, the assembly should continue ~o float in the midst of water.
Conventional supplementary floats may be added to the ~`
ballast tube to increase its buoyancy effect without it being necessary to reduce too much its wall thickness, especially in the case of deep waters.
According to one embodiment applicable to the case where, having been laid along the whole of its course, the assembly of pipeline and ballast tube is to come to rest on the bed of the 15 body of water, the buoyancy of the assembly is destroyed by re-placing , in the intermediate space referred to, the less dense liquid by water, preferably soft water, or again by a grouting of the type used in public works to carry out sealings and in-jections into the soil, for example a grouting with a base of water and a hydraulic or hydrocarbon binder such as cement, asphalt or bitumen.
The grouting may be filled with substantially inert materials such as sands, gravels or clays and contain various ingredients for example suitable to facilitate its injection.
When the binder is to be set, the setting time is regulated as a function of the length of the space to be filled in order to avoid premature hardening. For example, one can use a liquid having the following composition:
Portland Cement 50 kg.
Sand 0 to 20 kg. according to the length of the pipeline `:
`
0~2~
Water 19 kg to 16-17 kg (if the sand is , ~
absent) and additives - plasticisers and setting retarders of the order of 1 kg.

(regulated according to the length in-jected) It follows from what has been said that the pipeline is, in .
all cases, out of contact with the body of water (generally sea water) which constitutes a corrosive medium, particularly because of the presence of oxygen in said water, against which `~ 10 the pipeline is usually protected by an appropriate coating.
; The pipeline now rests solely in contact with the liquid in the ` intermediate space defined by the ballast tube. Now this liquid , - (light hydrocarbon or water) is, by nature, or because of its confinement within a closed space, much less corrosive than the ` 15 body of water. In particular, the water (preferably soft) , : .
confined in this closed space, ceases to be corrosive when the ; small quantity of dissolved oxygen that it initially contains `~
is consumed without being able to be replaced by contact with the body of water. This soft water may also advantageously contain corrosion inhibitors of the water-soluble type.
Furthermore, the fact of maintaining in said intermediate space a liquid less dense than water has the effect of reducing by about 25% the external hydrostatic pressure exerted on the pipeline, which gives advantages both technical (reduction of -the risk of implosion) and economic (better production rom the pipeline by optimisation of the ratio between its diameter and its wall thickness).
All these advantages very largely compensate for the minor disadvantage of a slight loss of buoyancy of the assembly of pipeline and ballast tube, by comparison with an assembly in > which the ballast tube is located by the side of the pipeline , ~.
; ',.
~ - 4 -.. ..
':

instead of around it. ~
.. . .
The ~ollowing description, with reference to the attached drawing, given by way of non-limiting example, will enable the ; method of carrying the invention into effect to be better understood, the particulars contained in both the text and the drawing forming part of said invention.
Figure 1 is a schematic view, in longitudinal section, -showing an assembly of a pipeline and a continuous ballast tube :: . - . .
enclosing said pipeline, submerged in a body of water;
Figure 2 is a view, in transverse section, along the line II - II of Figure l;
Figure 3 is a view, in transverse section, of a varia$ion -of the pipeline/ballast tube assembly shown in Figure 2;
Figure 4 is a view on a larger scale of a detail of Figure 3;
Figure 5 is a part view, in longitudinal section, showing the connection of two successive sections of the pipeline/ballast tube assembly.
In Figure 1, 1 is a pipeline, such as an oil duct or a gas duct, laid in a body of water 2 (such as the sea) between two opposed shores Rl and R2 thereof, by one or the other of the two - known methods ttraction from the shore towards open water or submersion beneath the surface of the water from a floating device) previously mentioned and adapted to the particular construction according to the invention, as will be described ;
.; ;
hereafter. The pipeline 1 preferably carries (see Figures 2 to 4) an external coating 3, for example of a bitumen base, as protection against corrosion.

According to the invention, the pipeline 1 is enclosed for substantially the whole of its length within a continuous ballast . .

.~ 104~

tube 4 which defines therewith an intermediate space 5. The ballast tube is also preferahly provided with an external coating 6 as a protection against corrosion. As shown in Figure 2, the pipeline 1 and the ballast tube 4 may be maintained co-axial with each other by means of ribs 7 located in various positions.
Alternatively, as shown in Figure 3, the pipeline may be welded on to the internal surface of the ballast tube. In this case in order to avoid possible wear of the external coating 3 of the pipeline, it may be advantageous to insert, in the region of the interface between the two members, a protective pad or cushlon 9 of plastics material, shown in a larger scale in Figure 4.
In the course of laying the pipeline 1, the intermediate space 5 between the pipeline and the ballast tube 4, is initially filled with a liquid less dense than water, preferably a light hydrocarbon. The pipeline thus assumes a positive buoyancy and is maintained in position, in the midst of water, by means of cables or ballasting chains 10 possibly carrying, at their lower ends, weights 11 resting on the bed 2a of the body of water. If necessary, the ballast tube 4 may be equipped with conventional supplementary floats (not shown) in order to increase its buoyancy effect, without it being necessary to reduce too much its wall thickness, particularly in the case of deep waters.
~ hen the laying of the pipeline is completed from one shore to the other of the body of water, one can maintain the con-figuration of the assembly shown in Figure 1 by leaving the liquidless dense than water in position in the intermediate space 5.
This configuration is interesting particularly in waters of great depth. In effect, the pipeline does not then descend to the level of the water bed and furthermore it is only subjected to an appreciably reduced hydrostatic pressure of about three-quarters ,~ .

- 6 - ~ ~

' !
4~
of the pressure to which it would be subjected i~ it were in - contact with the water. ThiY reduction in hydrostatic pre~sure correspondingly reduces the risk of implosion of the pipeline and furthermore allo~Ys a certain reduction in the -thickness of the pipeline wall. These two ad-vantages result in a definite and important economic gain. It goes without saying, of cour~e, that it is necessary, in this case, to protect the outside of the ' ~ ballast tube 4 against corrosion by contact with the body of - water.
- 10 On the other hand, particularly in a body of water of slight or average depth, it could be preferred to allow the assembly of pipeline 1 and ballast tube 4 to rest on the bed 2a of the body of water. In this case, the light liquid contained in the - intermediate space 5 is replaced by a denser liquid such as water, preferably soft, or a grouting. ~he circuit for emptying ; the intermediate space 5 is indicated by the arrows ~1 and ~2 in igure 1. The densex liquid introduced at El disp~aces ~ ~ ~-density the light liquid which is recovered at the end ~2 ~hus~ the pipeline 1 is protected, during a~ important~
part of lts useful life, from corrosive contac~ with the body "' o~ wate'rO If the intermediate space 5 is filled with water ' (pre~erably soft), the water is confined withi~ the closed '' space 5 and ceases to be corrosive as soon as the small quantity o~ dissolved oxygen that it contained initially has been con~umed'-without being able to be replaced by'contaot with the body of water. Due to this fact, the life of the pipeline is consi-derablg increased even if~ after a certai~ time~ the ballast tube has been gradually corroded by the body of water Said soft water may furthermore be rendered even less corrosive by }
the addition of corrosion inhibitors of the water-solub'le type. ' ~igure 5 relates to a feature of the invention applicable to the case in which the pipeline is laid in successi~e sections~' which are welded to each other. In -thi~ case, there in fact ,' , ' xists a risk when welding t~lo successive sections th~t the light hydrocarbon contained in the intermediate space 5 might,catch fire.
This risk is eliminated in the following manner: ';
- The intermediate space 5 between the pipeline and the ballast " 5 tube 4 is only filled for a part of its length with the light ; hydrocarbon in question. There is placed between the free end of a section T, already in position and the hydrocarbon mass '~
already,contained in the intermediate space 5 forming part of'this section, a separator plug comprising bungs 12 (for example of OlaSt,cs r~ate~ia~ "
lO,j~ foamed ~lastict and a column 13 of a non-inflammable light liquid `, ' `'~ consisting, for example, of a suspension in water of microspheres , ,-- of a plastics material. ' , , It will thus be seen that when one comes to weld a new ~' section T2 on to the previous section Tl, the mass of hydrocarbon in the intermediate space 5 is located sufficiently far from the . ,:
source of heat to eliminate any risk of catching fire. ~,~
.. .
It wlll be understood that the embodiments described are ~' .
only examples and that it would b e possible to modify them, notably by the substitution of technical equivalents, without departing from the scope of the invention. - ' "~

.
- ~., .
.. ~ .
~' ' :

~' - ' ~' .

~: , .. .. .
,~

Claims (14)

THE EMBODIMENTS OF AN INVENTION IN WHICH AN EXCLUSIVE
PROPERTY OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:
1. A method of laying a pipeline on the bed of a body of water, comprising the steps of enclosing the pipeline within a ballast tube such that an intermediate space is created between the pipeline and the ballast tube, filling said intermediate space with a liquid less dense than the water, to give the assembly of said pipeline and ballast tube a positive buoyancy while said assembly is being laid, and replacing said liquid in the intermediate space with a medium denser than said liquid, to cause said assembly to rest on said bed.
2. A method as claimed in claim 1, wherein the liquid less dense than the water is a light hydrocarbon.
3. A method as claimed in claim 1 or 2, wherein the medium is water, preferably soft water.
4. A method as claimed in any one of claims 1 or 2, wherein the medium contains a corrosion inhibitor.
5. A method as claimed in claim 1 or 2, wherein the medium is a grouting having a base of an hydraulic or hydrocarbon binder.
6. A method as claimed in claim 2, wherein said assembly is formed of a plurality of sections which are welded end to end and which are successively filled with the light hydrocarbon and laid, and wherein a separator plug is placed between the free end of each section and the mass of hydrocarbon contained in the intermediate space thereof, in order to make it possible to weld said free end to an end of a further section without risk of fire.
7. A method as claimed in claim 6, wherein the separator comprises at least one bung of foamed plastic.
8. A method as claimed in claim 6, wherein the separator plug comprises a column of non-inflammable liquid.
9. A method as claimed in claim 8, wherein said non-inflammable liquid consists of a suspension in water of microspheres of plastics material.
10. A pipeline assembly adapted to be laid on the bed of a body of water, said assembly comprising a metallic pipeline, a metallic ballast tube adapted to enclose said pipeline and a plurality of ballasting cables or chains depending from the ballast tube and adapted to engage the bed, the dimensions of the pipeline and ballast tube being such that an intermediate space is formed there-between in use, said space being intended to first receive a liquid less dense than water to cause the ballast tube containing said liquid and said pipeline to float in the midst of water while said assembly is being laid, and to subsequently receive a medium which is denser than and which replaces said liquid to cause the ballast tube containing said medium and said pipeline to rest on the bed of said body of water.
11. An assembly as claimed in claim 10, wherein said pipeline and ballast tube are in the form of sections, and wherein a plug located is in a free end of said ballast tube around said pipeline section, whereby an additional pipeline section, enclosed within a ballast tube, may be secured to the first-mentioned pipeline section and ballast tube at a position shielded from said intermediate space by said plug.
12. An assembly as claimed in claim 10, wherein the pipeline is maintained in a position coaxial with the ballast tube by means of ribs extending between the outer surface of the pipeline and the inner surface of the ballast tube.
13. An assembly as claimed in claim 10 or 11, wherein the pipeline has been welded on its outer surface to the inner surface of the ballast tube.
14. An assembly as claimed in claim 10 or 11, comprising a protective pad located at the interface between the pipeline and the ballast tube.
CA253,721A 1975-05-30 1976-05-31 Method of laying underwater pipeline Expired CA1044027A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR7516962A FR2312714A1 (en) 1975-05-30 1975-05-30 METHOD AND DEVICE FOR FITTING A DUCT IN A WATER BODY
FR7614432A FR2351339A2 (en) 1976-05-13 1976-05-13 Underwater oil or gas pipeline laying - using ballast tube to enclose pipeline and provide variable buoyancy

Publications (1)

Publication Number Publication Date
CA1044027A true CA1044027A (en) 1978-12-12

Family

ID=26218896

Family Applications (1)

Application Number Title Priority Date Filing Date
CA253,721A Expired CA1044027A (en) 1975-05-30 1976-05-31 Method of laying underwater pipeline

Country Status (9)

Country Link
BR (1) BR7603366A (en)
CA (1) CA1044027A (en)
ES (1) ES448600A1 (en)
GB (1) GB1536896A (en)
GR (1) GR68399B (en)
IT (1) IT1065982B (en)
NL (1) NL7605782A (en)
NO (1) NO143820C (en)
OA (1) OA05341A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8718581D0 (en) * 1987-08-06 1987-09-09 Seaflex Isle Of Wight Ltd Laying underwater filamentary material
NO170739C (en) * 1988-07-01 1992-11-25 Norwegian Contractors PROCEDURE FOR USE BY TOWING LONG, PREFABRICATOR PIPES
NL9400798A (en) * 1994-05-16 1996-01-02 Groot Nijkerk Maschf B V De Piping system.

Also Published As

Publication number Publication date
NO143820C (en) 1981-04-15
NO143820B (en) 1981-01-05
IT1065982B (en) 1985-03-04
GR68399B (en) 1981-12-29
OA05341A (en) 1981-02-28
ES448600A1 (en) 1977-11-16
NO761834L (en) 1976-12-01
NL7605782A (en) 1976-12-02
GB1536896A (en) 1978-12-29
BR7603366A (en) 1976-12-07

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