IE62585B1 - Process and device for depositing loose material under water, in particular covering a pipe or the like - Google Patents

Process and device for depositing loose material under water, in particular covering a pipe or the like

Info

Publication number
IE62585B1
IE62585B1 IE320588A IE320588A IE62585B1 IE 62585 B1 IE62585 B1 IE 62585B1 IE 320588 A IE320588 A IE 320588A IE 320588 A IE320588 A IE 320588A IE 62585 B1 IE62585 B1 IE 62585B1
Authority
IE
Ireland
Prior art keywords
length
pipe
tubing
apertures
outflow
Prior art date
Application number
IE320588A
Other versions
IE883205L (en
Inventor
Gerard Louise Marie V Schrieck
Original Assignee
Hollandsche Betongroep Nv
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
Application filed by Hollandsche Betongroep Nv filed Critical Hollandsche Betongroep Nv
Publication of IE883205L publication Critical patent/IE883205L/en
Publication of IE62585B1 publication Critical patent/IE62585B1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/905Manipulating or supporting suction pipes or ladders; Mechanical supports or floaters therefor; pipe joints for suction pipes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers 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
    • E02F5/104Dredgers 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers 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
    • E02F5/104Dredgers 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
    • E02F5/107Dredgers 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/12Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches
    • E02F5/125Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches underwater
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/14Component 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)
  • Processing Of Solid Wastes (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Rigid Pipes And Flexible Pipes (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).

Description

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 botfcomythrough a pipe which has an outflow aperture and is directed downwards from a movable device, such as a vessel, while during the infeed 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 material 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 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 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 μϊ» (micrometres).
Making an accumulation properly or covering an object such 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 correct 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 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 pipe 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 parallel to the bo of ine tubing provided with apertures distributed 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 material, 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. A 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 and between tha 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 jets.
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 from 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. shows schematically the embodiment of Fig. 5 in top Fig. view.
Fig. 7 shows schematically in top view the embodiment with a funnel.
Fig. 8 is a cross section along the line VIII-VIII of Fig.
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 os 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 a bellows 5. Said pipe 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 tha 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 be covered, which can lie in a channel, is indicated by 15.
A 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 20 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 21' 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 out30 flow 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 upward35 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 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 6.
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. z 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 increasingly 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 crescentshaped in cross section, as indicated at 35, with outlet apertures 36 in the bottom part. This funnel encloses the object 37 to be covered from above.

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 the bottomy 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 seoarates under water into water andloose material .(19), the loose of the body of water, material being deposited on the bottom / 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 provided in the wall of said pipe (3) near the end thereof and through apertures (13, 22)Jsucceeding one another in the direction of the course, in such a way that the delivery from the pipe (3) is z 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, characterized in that the outflow mouth comprises a length of tubing (12) of the body of water which runs parallel to the bottom/and is provided with outflow 7 of tubing (12), apertures (13) distributed along the lengthy said apertures, possibly together with the then throttled end aperture (14) of the length of tubing (12), forming a passage which can process the 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 et least two pins standing at 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.
4. Device according to Claim 3, characterized in that the length of tubing is a rigid pipe (12).
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 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 (16'), this intermediate 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 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 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 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.
11. Device 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.
12. Device according to Claim 8 or 9, characterized in that a carrier (30) for a flexible flap is provided between the two or more hoses (26, 27) connected to the manifold (29).
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 direction of flow and is provided with outflow apertures (33) in the 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).
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).
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 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 according 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
18.
19. A device7for depositing loose material under water substantially as hereinbefore described with reference to one or more of Figures 1 to 10 of the accompanying drawings.
IE320588A 1987-12-24 1988-10-24 Process and device for depositing loose material under water, in particular covering a pipe or the like IE62585B1 (en)

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 IE883205L (en) 1989-06-24
IE62585B1 true 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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
DK165341C (en) 1993-04-05
NL8703137A (en) 1989-07-17
DK165341B (en) 1992-11-09
NO163420C (en) 1990-05-23
DK692288D0 (en) 1988-12-13
ES2040833T3 (en) 1993-11-01
DK692288A (en) 1989-06-25
DE3881499T2 (en) 1993-09-09
NO163420B (en) 1990-02-12
NO885723D0 (en) 1988-12-22
EP0322935A1 (en) 1989-07-05
EP0322935B1 (en) 1993-06-02
DE3881499D1 (en) 1993-07-08
IE883205L (en) 1989-06-24
NO885723L (en) 1989-06-26

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