IE883205L - Depositing loose material under water - Google Patents
Depositing loose material under waterInfo
- Publication number
- IE883205L IE883205L IE320588A IE320588A IE883205L IE 883205 L IE883205 L IE 883205L IE 320588 A IE320588 A IE 320588A IE 320588 A IE320588 A IE 320588A IE 883205 L IE883205 L IE 883205L
- Authority
- IE
- Ireland
- Prior art keywords
- length
- pipe
- tubing
- apertures
- outflow
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/905—Manipulating or supporting suction pipes or ladders; Mechanical supports or floaters therefor; pipe joints for suction pipes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
- E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
- E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
- E02F5/107—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using blowing-effect devices, e.g. jets
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/12—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches
- E02F5/125—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches underwater
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Feeding, Discharge, Calcimining, Fusing, And Gas-Generation Devices (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Process and device for depositing loose material (19), such as sand, under water by feeding a mixture of water and material through a tube (12) or hose (21) towards the area of the bottom of the body of water, which tube (12) or hose (21) over a length which extends adjacent to the said bottom has a succession of outflow openings (13,22) the outflow capacity of which in total is substantially the same as the quantity of mixture per unit time flowing through the tube (12) or hose (21). The tube (12) or hose (21) may cooperate with downwardly extending flaps (16,16 min ,16 sec ,16'''), disposed over the top of the length of tube (12) or hose (21) provided with the outflow openings (13,22).The tube may be a funnel (32).
[EP0322935A1]
Description
6253 5
1
Process and device for depositing loose material under water, in particular covering a pipe or the like.
The invention relates to a process for depositing loose
material under water, in which , the loose material, mixed with of the body of water water, is fed in at or near the bottom/through a pipe which has an outflow aperture and is directed downwards from a movable device,
such as a vessel, while during the infaed of this mixture the device with the pipe is moved along a specific course, so that the
outflowing mixture separates under water into water and loose material, the loose matarial being deposited on the bottom of the body of water
Such a process is generally known. The problem which occurs here is that the mixture of water and loose material flowing out of the mouth of the pipe spreads more or less rapidly depending on 15 the particle size of the loose material and the emerging quantity of loose material per unit time, due to the fact that the stream of mixture emerging from the mouth represents a certain amount of energy and drags along surrounding water. This results in a spread of the loose material over a much greater area than is desired, in 20 particular when currents also occur in the water at the mouth of the outflow. This problem is greatest in the case of fine-grained material, such as fine sand, with a particle size, for example, of the order of magnitude of 100 to 200 yja (micrometres).
Making an accumulation properly or covering an object such 25 as a pipe or cable properly is therefore difficult to achieve with a fairly reasonable output.
An object of the invention is to produce a process with which it is in fact possible to deposit loose material, in particular fine-grained loose material, such as fine sand, in the cor-30 rect place in the correct form, without the loose material spreading in a more or less arbitrary manner.
This object is achieved according to the invention in the first place and in principle in that, viewed in the direction of the course, the loose material mixture is made to flow out divided provided in the wall of said pipe near the end thereof and 35 over a great length or the course through apertures/succeeding one another in the direction of the course, in such a way that the delivery from the pipe is distributed over this great length.
This thus means that according to the invention the mixture of water and loose material which is fed in through the pips does not flow out through a single aperture, but through a large number of apertures lying in the direction of the course, while the delivery, i.e. the volume per unit time, flowing through the pipe is distributed among these apertures. Jets of mixture which have a small loose material outflow per aperture then emerge from the many apertures. If the pipe with the apertures is on or close to the area to be covered, then settling ean take place a short distance away without the admixture of surrounding water. Since the device, such as the vessel, moves along the course to be treated, in this way the pipe provided with outflow apertures and trailing along the bottom or moving just above it forms a ridge of loose material which can serve to cover a line or cable, but which can also be used to build up a body, such as a sand body.
The device for using the process according to the invention can be achieved in many different ways.
In a device which consists of a vessel, a pipe directed downwards from the vessel, and an outflow mouth at the end of the pipe, the device according to the invention can be characterised in that the outflow mouth comprises a length of tubing which runs of the body of wat^r parallel to the bottom/and is provided with apertures distributed of tne tubing *
along the length/, said apertures together with the then throttled end aperture of the length of tubing forming a passage which can process the delivery of the pipe. This length of tubing can be connected to the pipe by means of hinges with at least two pins standing at right angles to each other, and can be controlled in this way. It can therefore also be held just above the bottom, so that the outflow distance for the jets of mixture is as small as possible.
The length of tubing can be a rigid pipe, but it can also be a flexible hose. The condition is that it is provided with series of outflow apertures along a great length, for example 10 to 15 metres.
If use is made of a rigid pipe the position of which ean be determined accurately by means of controllable hinges, then it ean be useful according to the invention to provide on top of the pipe
a flexible flap which extends on either side thereof, and the length of which is at least equal to the tubing provided with apertures. This flexible flap hangs downwards, preferably in contact with the bottom, and prevents loose material from flowing away laterally.
It is also conceivable for these flaps on either side of the length of tubing to be connected at the front and rear side by an intermediate flap, this intermediate flap being lower in height than the flap to which it is connected.
If such a flexible flap is used, the outflow apertures are preferably disposed in the top part of the length of tubing. This flap can be made of tight matarial, but is preferably made of material which is permeable to water, but which retains the loose material. The loose material is in this way expelled from the jets
/
and forced by the flap to settle on the bottom. Admixture with surrounding water can be fully counteracted in this way.
Apertures can, however, also be provided in the bottom part of the length of tubing.
If the length of tubing is a flexible hose, which is dragged along the bottom, it preferably has the apertures in the top parts of the side wall. However, it is then possible to connect several lines, such as, for example, two or more hoses which are fixed to a manifold, which is in turn fixed to the end of the pipe.
If there are more than two hoses, the outermost hoses can be largely or fully left without lateral apertures, and the outermost hoses are longer than the innermost, h good lateral boundary is obtained in this way.
If two hoses are used, use can be made again of a flexible flap which is carried by a carrier which projects above end between the hoses and is fixed to the manifold. Here again, control can be carried out by controlling the bottom end of the pipe, for example by means of cardan joints with operating cylinders disposed therein.
Instead of a rigid pipe or a flexible hose with circular cross section, it is also possible according to the invention for the length of tubing to be a funnel which from the pipe onwards has a flow cross section which increases in the direction of flow
and is provided with outflow apertures in the wall. The increase in cross section results in a speed reduction, and thus a reduction in the emerging partial jats.
The height of this funnel can decrease in the direction of flow, so that only one outlet slot is left at the end of the funnel .
The funnel can also pass gradually in the direction of flow fro® the circular cross section of the pipe to a horizontal crescent shape. The shape itself then provides protection against the admixture of surrounding water, and this shape is particularly beneficial for the covering of a pipe.
The invention will now be explained in greater detail with reference to the drawings.
Fig. 1 shows an embodiment of the device according to the
✓
invention, in perspective.
Fig. 2 shows another embodiment of the device for carrying out the process according to the invention, in perspective.
Fig. 3 is a cross section through the length of tubing provided with apertures, according to the embodiment of Fig. 1.
Fig. 4 shows schematically in cross section the application with two hoses.
Fig. 5 shows the application with two hoses on a flap.
Fig. 6 shows schematically the embodiment of Fig. 5 in top view.
Fig. 7 shows schematically in top view the embodiment with a funnel.
Fig. 8 is a cross seetion along the line vin-viix of Fig.
7.
Fig. 9 is a cross section along the line IX-IX of Fig. 7.
Fig. 10 shows schematically yet another variant.
Fig. 1 indicates by 1 the side of a hopper. Coming out of this side wall of the hopper via an elbow 2 is a downward-slanting pipe 3, which is connected to the elbow by means of hinge arms 4, said hinge being straddled by & bellows 5. Said pip® 3 is suspended from the hopper by cables, such as the cable 6.
Provision is made on the bottom of the pipe 3 for a cardan joint which is shown in its entirety by 7, and is provided with a
horizontal hinge 8 and a vertical hinge 9. This joint is also straddled in a known manner by means of a bellows 10. The pipe section 11 going out from the cardan joint 7 has connecting to it a pipe 12, which is provided along its entire length with slits or apertures 13, and the end of which is closed, with the exception'of a small aperture 14, or is provided with a pretensioned flap 14.
A pipe to ha covered, which can. lis in a channel, is indicated by 15.
h flap 16 is placed over the tubing 12 provided with slits 13 and - as shown in Fig. 3 - is held at some distance from the top wall of the length of tubing 12 by a support 17, and on either side thereof hangs down and is in contact with the bottom 18 of the water. The flaps 16 can, if desired, be provided on the front or rear end with a cross flap 16"' which does not entirely reach the
✓
bottom.
The mixture emerging from the slits 13 forms an accumulation, indicated in its entirety by 19, under the flaps 16', 16" (vide Fig. 3).
The hopper 1 is advanced parallel to the course of the pipe 15 to be covered, so that during this advance an unbroken accumulation or sand ridge which covers the pipe 15 is formed.
It is possible to check with a sensor 20, which is known per se, whether the length of tubing provided with apertures is actually moving along the correct course.
In the embodiment of Fig. 2 a flexible hose 21, which hangs down in a curve and rests with a long part 211 on the course to be covered, is connected to the pipe section 11 of the pipe 3, which is designed in the same way as shown in Fig. 1.
This hose is provided in the side walls with slit-type outflow apertures 22, from which mixture jets 23 emerge.
Since the hose is moved forward with the hopper along the course of the pipe 15, the hose part 21' will remain stably in the accumulation forming. The accumulation 19' obtained is flatter in shape. In this embodiment provision is made for a number of upward-directed jets or an aperture 14 to fill in the channel left by the hose 21'.
Fig. 4 shows how an accumulation. 28 can be formed by means
of two hoses 24, 25 with lateral outflow apertures 26, 27.
The outflow apertures can here be disposed largely or entirely in the sides of the hoses facing each other. In an embodiment with four hoses it is possible to make the two outermost hoses 5 considerably longer than the two innermost hoses. The outermost hoses can here be made tight over a large part or even fully, and serve to prevent lateral flowing away of the loose material mixture from the two innermost hoses, in such a way that most of the loose material settles between the two outermost hoses.
It is also possible to use a flap in the embodiment with two hoses. This is shown in Figs. 5 and 5.
The hoses 26, 27 respectively are fixed to a manifold 29, which bears a rod 30, on which the flap 31 rests, said flap extending on either side of the hoses 26 and 27.
Fig. 7 shows an embodiment in which the length of tubing is formed by a funnel 32 with a large number of elongated outflow apertures 33 in the bottom face.
From the pipe with generally circular cross section the funnel runs in cross section in an oval shape which becomes ixicrea-20 singly flat and wide. The cross sections VIII-VIII and IX-IX, shown in Figs. 8 and 9 respectively, show that the flat oval shape merges into a narrow outlet slit 34.
In the embodiment of Fig. 10 the funnel is also crescent-shaped in cross section, as indicated at 35, with outlet apertures 25 36 in the bottom part. This funnel encloses the object 37 to be covered from above.
f
7
Claims (19)
1. Process for depositing loose material under water, in which the loose material, mixed with water, is fed in at or near of the body of water 5 the bottom j through a pipe (3) which has an outflow aperture and is directed downwards from a movable device, such as a vessel (1), while during the infeed of this mixture the device with the pipe is moved along a specific course (15), so that the outflowing mixture separates under water into water and,, loose material .(19), the loose of tneljoay of water,, 10 material being deposited on the bottom j characterised in that, viewed in the direction of the course (15), the loose material mixture is made to flow out divided over a Great length of the course rovided in the wall of said pipe (3) near the end thereof and hrough apertures (13, 22[/succeeding one another in the direction of the course, in such a way that the delivery from the pipe (3) is ✓ 15 distributed over this great length.
2. Device for the application of the process according to Claim 1, comprising a vessel (1) and a pipe (3) running downwards from the vessel (1) and having at its end an outflow mouth, charac- 20 terized in that the outflow mouth comprises a length of tubing (12) of the body of water which runs parallel to the bottom/ana is provided with outflow 7 of tubing (12), apertures (13) distributed along the length/ said apertures, possibly together with the then throttled end aperture (14) of the length of tubing (12), forming a passage which can process the 25 delivery of the pipe (3).
3. Device according to Claim 2, characterized in that the length of tubing (12) forming the outflow mouth is connected to the pipe by means of hinges (8, 9) with at least two pins standing at 30 right angles to each other, or is itself provided with hinges with pins standing at right angles to each other, it being possible for the outflow mouth to be controlled in the desired position by external means. 35
4. Device according to Claim 3, characterized in that the length of tubing is a rigid pipe (12). 8
5. Device according to Claim 2, 3 or 4, characterized in that a flap (16) is disposed on top of the length of tubing or rigid pipe (12), which flap extends on either side thereof, and the length of which is at least equal to the length of the length of 5 tubing (12) provided with apertures (13).
6. Device according to Claim 5, characterized in that these flaps (16) on either side of the length of tubing are connected at the front and rear side by an intermediate flap (IS'"), this inter- 10 mediate flap (16"') being lower in height than the flap (16) to which it is connected.
7. Device according to Claim 2 or 3, characterized in that the length of tubing is a flexible hose (21) of which the part 15 lying on the bottom has outflow apertures (22).
8. Device according to Claim 5, 6 or 7, characterised in that the length of tubing comprises two or more sections (24, 25) or hoses (26, 27) which are connected to the pipe by means of a 20 manifold (29).
9. Device according to Claim 8, characterized in that if there are more than two hoses, the outermost hoses can be largely or fully left without lateral apertures, and the outermost hoses 25 are longer than the innermost hoses.
10. Device according to one or more of the preceding Claims 2 to 9, characterized in that the apertures are disposed in the top part of the length of tubing. 30
11. Devics according to one or more of the preceding Claims 2 to 10, characterised in that apertures are disposed in the bottom part of the length of tubing. 35
12. Device according to Claim 8 or 9, characterised in that a carrier (30) for a flexible flap is provided between the two or more hoses (26, 27) connected to the manifold (29). 9
13. Device according to Claim 2 or 3, characterized in that the length of tubing is in the form of a funnel (32) which from the ' pipe onwards has a flow cross section which increases in the direc tion of flow and is provided with outflow apertures (33) in the 5 wall.
14. Device according to Claim 13, characterized in that the height of the funnel decreases in the direction of flow, to form an outlet slot (34) at the end of the funnel (32). 10
15. Device according to Claim 13, characterized in that the funnel passes gradually in the direction of flow from the circular cross section of the pipe to a horizontal crescent shape (35). 15
16. Device according to Claims 13, 14 or 15, characterised in that the apertures (33, 36) are disposed in the bottom wall of the funnel.
17. Process according to Claim 1, using the device according 20 to one or more of the preceding Claims 2 to 16, characterized in that an elongated object such as a pipeline (15) or cable is covered. 1B.
Process according to Claim 1, using the device accord-25 ing to one or more of the preceding Claims 2 to 16, characterized in that a body is built up in successive paths next to and/or above each other. as defined in Claim 2
19. A device/for depositing loose material under water substantially as hereinbefore described with reference to one or more of Figures 1 to 10 of the accompanying drawings. Dated this the 24th day of October, 1988. BY: TOMKINS & C0.s Applicants' Agents, (Signed) 5, Dartmouth Road, DUBLIN 6.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL8703137A NL8703137A (en) | 1987-12-24 | 1987-12-24 | METHOD AND APPARATUS FOR DEPOSITING UNDERWATER DEPOSIT, IN PARTICULAR COVERING A PIPE OR THE LIKE. |
Publications (2)
Publication Number | Publication Date |
---|---|
IE883205L true IE883205L (en) | 1989-06-24 |
IE62585B1 IE62585B1 (en) | 1995-02-08 |
Family
ID=19851153
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
IE320588A IE62585B1 (en) | 1987-12-24 | 1988-10-24 | Process and device for depositing loose material under water, in particular covering a pipe or the like |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP0322935B1 (en) |
DE (1) | DE3881499T2 (en) |
DK (1) | DK165341C (en) |
ES (1) | ES2040833T3 (en) |
IE (1) | IE62585B1 (en) |
NL (1) | NL8703137A (en) |
NO (1) | NO163420C (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0816574A1 (en) * | 1996-07-03 | 1998-01-07 | Jan De Nul N.V. | Apparatus for burying pipes or cables in the sea bed |
GB2473471B (en) * | 2009-09-11 | 2011-11-09 | Technip France | Method of laying a pipeline in a seabed |
ITMI20110556A1 (en) * | 2011-04-05 | 2012-10-06 | Saipem Spa | FLUIDER MATERIAL DEVICE OF INERT FLUIDIFIED MATERIAL FOR SEPARING A PIPE PLACED IN A BODY OF WATER AND METHOD TO SHOOT INERT MATERIAL FLUIDIFIED ON A PIPE PLACED IN A BODY OF WATER |
NL2013770B9 (en) * | 2014-11-11 | 2017-03-29 | Ihc Holland Ie Bv | Hopper dredger with flocculant injection system. |
US10858802B2 (en) * | 2018-09-10 | 2020-12-08 | Deepwater Corrosion Services, Inc. | Hydraulic excavation around a pipeline buried under shallow water |
CN109469139A (en) * | 2018-11-08 | 2019-03-15 | 马鞍山沐及信息科技有限公司 | A kind of dredger |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1163508A (en) * | 1968-05-27 | 1969-09-10 | Shell Intenat Res Mij N V | Method of horizontally or substantially horizontally laying a pipeline or other object in a trench in a formation underlying a body of water |
NL7806662A (en) * | 1978-06-20 | 1979-12-27 | Sediment Science Limited | Erodable river-bed sediment stabilisation system - deposits solids suspended in non-hardening material directly on sediment |
DK155458C (en) * | 1981-06-24 | 1990-01-29 | Carl Peter Skroeder | MACHINE FOR APPLYING ELEVATIVE WIRES IN THE BOTTOM UNDER A WATER AREA |
NL8201952A (en) * | 1982-05-12 | 1983-12-01 | Baggermaatschappij Holland B V | Underwater pipe-laying method - comprises dumping layer of stones on pipe immediately after laying in trench dredged in sea or river bed |
-
1987
- 1987-12-24 NL NL8703137A patent/NL8703137A/en not_active Application Discontinuation
-
1988
- 1988-10-19 ES ES88202340T patent/ES2040833T3/en not_active Expired - Lifetime
- 1988-10-19 EP EP19880202340 patent/EP0322935B1/en not_active Expired - Lifetime
- 1988-10-19 DE DE19883881499 patent/DE3881499T2/en not_active Expired - Fee Related
- 1988-10-24 IE IE320588A patent/IE62585B1/en not_active IP Right Cessation
- 1988-12-13 DK DK692288A patent/DK165341C/en not_active IP Right Cessation
- 1988-12-22 NO NO885723A patent/NO163420C/en unknown
Also Published As
Publication number | Publication date |
---|---|
DK165341C (en) | 1993-04-05 |
IE62585B1 (en) | 1995-02-08 |
EP0322935B1 (en) | 1993-06-02 |
NO885723D0 (en) | 1988-12-22 |
NO163420C (en) | 1990-05-23 |
DK692288D0 (en) | 1988-12-13 |
NO163420B (en) | 1990-02-12 |
ES2040833T3 (en) | 1993-11-01 |
DK692288A (en) | 1989-06-25 |
DE3881499T2 (en) | 1993-09-09 |
NO885723L (en) | 1989-06-26 |
EP0322935A1 (en) | 1989-07-05 |
DE3881499D1 (en) | 1993-07-08 |
NL8703137A (en) | 1989-07-17 |
DK165341B (en) | 1992-11-09 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
MM4A | Patent lapsed |