CA1068914A - System for depositing and protecting sediment on the floor of a body of water and a method of installing it - Google Patents

Abstract

ABSTRACT OF THE DISCLOSURE
A system for depositing and protecting sediment on the floor of a body of water, comprising an elongated plate-like structure located on said floor, said plate-like structure including a longitudinally extending center portion spaced above the floor and two longitudinally extending side portions, the upper surfaces of which diverge away from each other toward said floor at an angle relative thereto of between generally 10-30 degrees, said plate-like structure having such large dimensions and being fabricated from material of such high specific gravity that no anchoring of said structure is necessary, and said plate-like structure being designed in such way that damage due to dragging ships' anchors and fishing gear is prevented.

Description

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The invention relates to a system for depositing and protecting sediment on the floor of a body of water, with the purposes oF protection of underwater pipelines and cables, shore protection, prevention of shoaling up of waterways, etc.
Applicant~s co-pending Canadian Patent Application Serial No.
242,576 discloses a system comprising a ridge-formed structure with its sides sloping at angles of the order of 1:2 - 1:5. ;
The present invention features in particular measures for protection from damages due to dragging ships~ anchors and fishing gear, and also a ;, :
rational method of installing the system. ~;
A principal object of the invention is to provide a system for ~ ;
depositing and protecting sediment on the floor of a body of water, comprising an elongated plate-like structure located on said floor, said plate-like `
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structure including a longitudinally extending center portion spaced above the floor and two longitudinally extending side portions, the upper surfaces of which diverge away from each other toward said floor at an angle relative thereto of between generally 10-30 degrees, said plate-like structure having such large dimensions and being fabricated from material of such high specific gravity that no anchoring of said structure is necessary, and said plate like structure being designed in such way that damage due to dragging ships~ ~ -anchors and fishing gear is preven~ed. ~ `
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In the following detailed description of the invention reference -will be made to the drawings, in which:

Figure 1 is a cross-section of a protective cover;

Figure 2 is a plan view of an alternative cover;

Figure 3 is a cross-section taken along the linel-l of Figure 2;

Figure 4 is a cross-section of a cover with separate loose edge portions;

Figures 5 a"d 6 are cross-sections of alternative designs of the connection in Figure 4, on enlarged scale;

Figure 7 is a plan view of a cover containing channels;

Figure 8 is a cross-section taken along the line ~ r of Figure 7; !

Figure 9 is a cross-section of enlarged scale, taken along the line ;~

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; Figure 10 is an enlarged longitudinal section of the lower edge of a - -skirt, taken along the line IV-IV of Figure 13;
Figure 11 is a plan view of a special hinged connection;
Figure 12 is a cross-section along the line V-V of Figure 11;
Figure 13 is a cross-section of a cover strengthened by ribs;
Figure 14 is a plan view of a cover with circular ends;
Figure 15 is a cross-section taken along the lineVI-VI of Figure 14;
Figure 16 is a side view of a special underwater vehicle carrying a ~ cover;
-~ 10 Figure 17 is a cross-section taken along the line VII-VII of Figùre 1 6;
Figure 18 is a side view of an underwater vehicle supported on the seabed and connected with a surface vessel; and ;
Figures 19 and 20 are enlarged side views of details of Figure 18.
The cover may be designed to acquire the necessary strength without - use of too much material for fabrication and consequently too heavy weight of the -;
cover.
As shown in Figure 4, the portion 1, or any other portion, may consist of a thin plate, if it is corrugated. The cross-section of the corrugation 20 may be sinuous, trapezoidal, saw-toothed, etc. Flow through openings made with this purpose or slits in connections such as 8 (Figure 4) will cause the -open space of the corrugation between the edge portion 2 and the lower portion " 5 to be filled with sediment. Alternatively, one or more portions may be filled with hollows 6 (Figures 4, 7, 8)., or a thin surface plate 3 (Figures 1, 13) may be strengthed by ribs 4.
Preferably the cover is supplied with one or more skirts 1 on either side of the center line of the cover (Figures 3, 4, 8, 13). If the cover is divided in symmetrical halves hinged together along ~he ridge (Figures 2, 3, 4, 7, 8, 16), the center of gravity of either half should lie over or outside the 30 supporting skirt, so that maximum stability is obtained. If the cover protects a pipeline, thereby only negligible weight from the cover is transferred to the pipeline, even if initial settlement of the cover takes place.
Prevention oF damage due to dragging ships~ anchor and trawlboards may be obtained in different ways. In the individual case the local conditions, ", . .

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e. bottom soil quality, depth of water, number and size of freighters9 ' respectively trawlers, etc., determine which design should be used.
: The cover shown in Figure 1 ends at either side with a steep face 7 of such height that the flukes of an anchor crossing the cover cannot hook the lower edges of the cover. The width of the cover between the steep faces 7 ~ should not be much narrower than the width of the normal cross-section without `
; such steep faces. Otherwise the scour-preventing effect is lost.
As an extra protection against anchors and trawlboards the edge portions 2 of the cover may be separated from and slidably rest on the lower ~
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10 portion 5 (Figure 4). Hanging from a line of open hinged connections 8, the Ioose edge portion 2, if hooked by an anchor, will slide across rest of the cover and thereby carry the anchor over, without damage to rest of the cover.
The removed section of the edge portion is thereafter to be repositioned.
The connection 8 may be formed as shown in Figure 5 or Figure 6.
In Figure 5 the loose edge portion 2 is provided with bars 9 that fit into corresponding holes 10 in the lower portion 5. The bars 9 prevent edge portion 2 from raising from lower portion 5, but not from turning around the connection 8, or from sliding upwards, if edge portion 2 is hooked by an anchor.
In Figure 6 the connection 8 is made of a thin, elastic plate, e. g.
20 stainless steel, where 11 is an angular plate bolted to edge portion 2, and 12 -the anchoring part mounted in lower portion 5.
Normally a dragging trawlboard will slip over without hooking the edge portion 2. To prevent unnecessary removal of edge portion 2, the connection 8 may be designed to resist removal of edge portion 2 by less powerful impacts, so that only a hooking trawlboard or an anchor of a certain minimum size, but not a regularly moving vertical trawlboard can remove ` edge portion 2.
For example, the lowermost part of the bar 9 may be crooked or !.
formed as a trawlplug, the surface between edge portion 2 and lower portion 30 5 in the connection 8 may be so uneven that a certain frictional resistance results, etc.
Alternatively the loose edge portions 13, Figure 3, may be in pivotally hinged connection with rest of the cover, so that a hooking anchor would be lifted in a circle and land on one or the other side of the ridge.

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; A special arrangement, Figure 2, includes a flexible border of pivotally hinged narrow pieces 13 that may be held together by a continuous wire 14. After having lifted the hooking anchor and left it on the cover, the piece lifting the anchor will be forced back to its original position by the wire 14 weighted by the neighbouring pieces 13. To further increase the flexibility, an extra width of interconnected larger pieces 15 may be included.
Another system for prevention of damage comprises longitudinally extending bars 16, Figure 1, that are in pivotally hinged connection with the edge portions through cross-bars 17. A dragging anchor will hook the bar 16 ~;
10 and by ~he pivotal movement of this be lifted to land on the cover 18. The connection between extending bars 16 and cross-bars 17 being weak in direction away from the pivotal hinge 19. the anchor will thereafter disrupt the connection and pass on without causing other damage.
If a device as shown in Figure 8 or Figure 13 is to protect a pipeline or the like, its units may either be so heavy that a dragging anchor will be held fast by the coherent assembly of heavy elements, so that the ship~s officer;s -would know that the anchor was foul and remedy the situation without damage i~
to the pipeline. ~r the hinge 20 may be designed so that it divides if the angle between the symmetrical halves decreases to a certain minimum. A dragging 20 anchor powerful enough to remove one half of the cover therefore will slide across the pipeline on top of this half and be carried over the pipeline without hooking it. ~, An example of such hinge 20 is shown in Figures 11-12. One half of the cover includes at intervals bars 21 made for instance of stainless steel - or aluminium. The end of each bar has a cross-piece 22 around which a clamp provided with pins 23 spread by spiral springs 27 or with elastic blades or spring coils 23 can rotate. The opposite halF has a matching funnel-shaped hollow 24 ending with a wider hollow 250 By the joining of the two halves of the cover, the clamp 23 will be pressed together during its passage through 30 the funnel 2~, whereafter 23 will assume their original position in the hollow 25 and thereby prevent the two halves from parting. A thickened portion 26 forms a stop. Mutual rotation of the two halves beyond this stop results in breaking of the tie 27 or the pins or blades 23.
To ensure that the skirt 1 will sink into the bottom soil, so that the _~_ equired resistance to horizontai forces can be obtained, its lower edge ;
should be indented with a sawtoothed, sinuous, or other configuration, Figure 10.
Depending on the seabed conditions (soil quality, surface regularity, etc.), each unit of the cover may be made very long, so that the number of ;
joints is minimized and maximum resistability to dragging anchors is obtained In particular if shorter units are applied, the joints may be formed so as to smooth out any jumps between neighbouring units. In Figures 7 and 9 the two triangular transition pieces 28 are pivotally hinged to each other and to the adjacent units of cover. Forming an angle with each other when the two units are level, the surfaces of the transition pieces will straighten out and form a rather smooth transition between the two units, if one of these settles deeper into the seabed than the other~one.
F~eduction of the weight of the cover may be obtained by means of hollows 6~ Figures 4 and 8. By valving the channels 6, buoyancy can be ~-utilized for minimizing the effective weight during the transport and installation of the cover and maximizing the weight afterwards.
For inspection of pipeline or other structure to be protected by `
the1cover, manholes closed by lids may be placed at suitable intervals in the cover.
For example for protection of cables or small diameter pipelines a design of the cover as shown in Figures 14-15 is appropriate. Its circular interlocking ends allow the row of interconnected blocks to follow any curve :
of the cable to be protected. The upper surface of the block being corrugated crosswise, and the height of the waves of the corrugation gradually decreasing from the periphery toward the centerline~ a hooking anchor will push the periphery downwards into the seabed, so that the block will turn over and carry the anchor over the cable or pipeline to be protected.
Installation of the cover constituting a substantial part of the total cost, a rational method of transporting and positioning the cover is important.
If the installation is to take place on the beach or in very shallow water, the cover is towed on the bottom. ~
In deeper water large covers should be transported near the seabed ;
all the way from coast to installation site. The operation thereby is .. . ... " . . . ..

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amparatively independent oF weather conditions1 and the number oF working days per year increased. The wave action near the seabed is minimum and nearly horizontal. Another advantage is that buoyancy thereby is utilized to reduce the weight to be handled.
By such oFf bottom transport the cover may be hanging in wires from surface vessels Alternatively transportation and/or positioning of the cover is effected by means oF a manned or unmanned underwater vehicle as shown in Figures 16-17. Diving service can hereby be minimized.
The vehicle consists of buoyancy tanks, e.g. in the form of longi-tudinally extending pipes 29 interconnected by lattice members 30. The pipes 29 are preferably made of plastic so as to obtain maximum buoyancy and flexi- -bility. Buoyancy is regulated by pumping water in or out of chambers in the pipes 29. The vehicle may be self-propelled by means of thrusters 31, or be towed by a surface vessel or a submersible or submarine. For horizontal and vertical maneuvring, the vehicle is provided with thrusters 31 acting in different directions. To decrease the number of thrusters, they may be rotational in one or more places.
The cover 32 may be held by a system of vacuum clutches 33 sucking directly on the surface of the cover and allowing For simultaneously and instantseizure and release of all of the units. For adjustment to the local bottom configuration of the angle between the symmetrical halves of the cover, the angle can be adjusted by hydraulically operated pistons 34.
Echsounders mounted on the vehicle monitor the distance between - vehicle and seabed and regulate automatically the thrusters to maintain the desired distance. A sonar system including a sonar situation display enables the operator to check the position of the vehicle or the row of interconnected vehicles and thereby to align and navigate the vehicle(s). If the task is to protect for instance a pipeline, an automatic system for sideways positioning ~ ~ 30 may be used. When the vehicle with the cover has arrived at some point of the !`~ pipeline to be pro~ected, as registered via television cameras placed at either end of the vehicle, the positioning system is connected to keep the vehicle centered over or at a certain distance to the side of the pipeline until the site , oF installation has been reached and the cover positioned. The system includes .

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. either end of the vehicle a pair of magnetometers placed symmetrically on ~ -either side of the centerline of the vehicle. Any difference between the degrees to which the pipeline absorbs the magnetic Fields of the two magnetometers, is registered and a corresponding corrective current automatically sent to the thrusters to eliminate the corresponding difference between the two distances between the magnetometers and the pipeline~
For installation of smaller units as shown in Figures 14-15 the underwater vehicle preferably is supported directly on the seabed by wheels, caterpillars, rollers or runners 35, Figure 18. Such small units may be supplied vertically from a surface vessel 36. Appropriately the elements are iowered to the vehicle in a casing 40 guided by lines 41 connecting the surface vessel with the bottom of the casing 39 on the vehicle. The iines 41 may be made of elastic material, e. g. rubber, to compensate for the vertical motions of the vessel. The casing 40 consists of two interconnected parts 42 and 43 ~-that can move horizontally in relation to each other. When the casing 40 is lowered and hits the sloping upper surface of the uppermost element in the casing 39, the part 43 will be pressed away from part 42, whereby the lock 44 preventing the elements from falling out during the lowering of the casing will open up, and the separation of parts 42 and 43 will allow For successive descending of the elements in casing 40 to their respective consoles 54 in casing 39. The casing 39 on the vehicle carries a stack of elements 46 support-ed on an inclined plate or beam 47. Beam 47 is inclined to such degree that the lowermost element 48 by its own weight and/or by its coherence to the elements already laid will slide downwards through an opening 49 at the bottom of casing 39. When the rear end of this element with the groove SO, Figure 7, passes under the tongue 51 of the element 52 immediately above, the tongue 51 will fall down into the groove 50, whereby the element 52 will get free to slide downwards in conjunction with element 48. Hereby all of the elements above will move the same distance downwards. The upper surface of the plate or beam 47 must have such curve that the element 48 during its downward slide will cause no upward displacement of the element 52. The said curve therefore should be Formed by two symmetrical halves forming a peak 53 under the treading point of the element 52. Instead of utilizing gravity For disposing the elements, an endless, horizontal or sloping conveyor belt driven by supporting wheels or --7_ ~ ~689~4 _aterpillars at the rear end of the vehicle may transport the elements From the casing 39 to the seabed. To minimize the weight transferred from the elements above to the low0rmost element 48, the lower end of each element may be ~;~
supported on a console 54. The elements and the surface of each console slope under such angle that only a tiny part of the weight oF each element is transFerred to the next element below. The rear end of the vehicle may slide directly on the seabed or be supported on some of the above mentioned kinds oF wheels or rollers. If the task is to protect a pipeline~ the vehicle is guided along this by guiding members, e. g. rollers, mounted on the vehicle on either side of the pipeline. Preferably the vehicle is self-propelIed, e.g.
by means of hydraulic motors that are powered from the surface vessel or from a submarine. The vehicle is provided with the same sensor systems as the vehicle for installation of large covers as described above. The magnetometer system enables it to follow very closely the curves of an existing cable to be protected, even if sections of the cable are covered by sand. On such covered sections the elements will be placed on the surface of the sand. If the bottom becomes eroded later on, the elements will sink to the level of the cable.

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Claims (23)

THE EMBODIMENTS OF THE INVENTION IN WHICH AN EXCLUSIVE
PROPERTY OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:

1. A system for depositing and protecting sediment on the floor of a body of water comprising an elongated plate-like structure located on said floor, said plate-like structure including a longitudinally extending center portion spaced above the floor and two longitudinally extending side portions, upper surfaces of said longitudinally extending side portions being in diverging relationship to each other in a direction toward said floor, and means at least partially overlying said long-itudinally extending side portions and projecting laterally therebeyond for protecting said plate-like structure from damage due to dragging ship's anchors, fishing gear, and the like.

2. The system as defined in claim 1 wherein the longitudinally extending side portions of said plate-like struc-ture are much steeper than the remainder of said plate-like structure and have such height that the flukes of a ship's anchor can not hook terminal edges thereof.

3. The system as defined in claim 1 including means for movably connecting said protecting means to said longitudi-nally extending side portions.

4. The system as defined in claim 3 wherein said movable connecting means defines a pivotal connection between said protecting means and said longitudinally extending side portions.

5. The system as defined in claim 3 wherein said movable connecting means defines a sliding connection between said protecting means and said longitudinally extending side portions.

6. The system as defined in claim 3 wherein said movable connecting means defines a sliding connection between said protecting means and said longitudinally extending side portions, and said slidable connecting means includes openings in said plate-like structure each opening in a direction toward said center portion, and said slidable connecting means further includes elements carried by said protecting means in slidable relationship to said openings.

7. The system as defined in claim 3 wherein said movable connecting means defines a sliding connection between said protecting means and said longitudinally extending side portions, and said slidable connecting means being defined by mating lands and valleys disposed in transverse relationship to the longitudinal centerline of said plate-like structure.

8. The system as defined in claim 3 wherein said protecting means are a plurality of cover elements disposed along each of said longitudinally extending side portions, and means for articulately connecting together the cover elements along each of said longitudinally extending side portions.

9. The system as defined in claim 3 wherein said protecting means are a plurality of longitudinally spaced laterally extending elements connected to a longitudinal element at each longitudinal side of said plate-like structure, and the connections between said longitudinal elements and said laterally extending elements are weaker than said connecting means.

10. The system as defined in claim 3 wherein each longitudinally extending side portion includes a foot disposed between said longitudinally extending center portion and a free longitudinal edge of an adjacent longitudinally extending side portion, and said feet project downwardly and away from said longitudinally extending center portion.

11. The system as defined in claim 3 wherein each longitudinally extending side portion includes a foot disposed between said longitudinally extending center portion and a free longitudinal edge of an adjacent longitudinally extending side portion, and said feet project downwardly and away from said longitudinally extending center portion, and said skirts are indented.

12. The system as defined in claim 3 wherein said plate-like structure is formed by symmetrical halves pivotally connected to each other along said longitudinally extending center portion.

13. The system as defined in claim 3 wherein said plate-like structure is formed of symmetrical halves pivotally connected to each other along said longitudinally extending center portion, and means for totally separating said halves at a predetermined angle of mutual rotation therebetween.

14. The system as defined in claim 3 wherein said plate-like structure is of a wavy configuration.

15. The system as defined in claim 3 wherein said plate-like structure is of a corrugated configuration decreasing in a direction from said longitudinally extending side portions toward said longitudinally extending center portion.

16. The system as defined in claim 3 wherein said protecting means is formed of cementitious material.

17. The system as defined in claim 3 including another plate-like structure in end-to-end relationship to said first-mentioned plate-like structure, and means pivotally con-necting said plate-like together in end-to-end relationship.

18. The system as defined in claim 17 wherein said last-mentioned connecting means include a pair of transitional elements pivotally connected to each other and to said plate-like structures.

19. The system as defined in claim 18 wherein said transitional elements are triangular as viewed in top plan.

20. The system as defined in claim 12 including another plate-like structure in end-to-end relationship to said first-mentioned plate-like structure, and means pivotally con-necting said plate-like structure together in end-to-end relationship.

21. The system as defined in claim 20 wherein said last-mentioned connecting means include a pair of transitional elements pivotally connected to each other and to said plate-like structures.

22. The system as defined in claim 21 wherein said transitional elements are triangular as viewed in top plan.

23. The system as defined in claim 22 wherein said transitional elements are angularly disposed to each other when said halves are coplanar.