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An aquatic system comprises a structure (2; 9; 20), for example as net pen or a seaweedgrowing facility, which is configured to be arranged in a body of water (W). At least two opposing buoyancy control arrangements (15) are connected to the structure and to the seabed (B), whereby the structure is moored to the seabed via the two buoyancy control arrangements. The buoyancy control arrangements are connected to the structure such that tension between the buoyancy control arrangements is transferred between the buoyancy control arrangements via the structure, and each buoyancy control arrangement comprises at least a first buoyancy device (4) and a second buoyancy device (3) in which the buoyancy of at least the first buoyancy device (4) is adjustable. The buoyancy of the buoyancy control arrangements (15) is controlled to create opposing forces in the aquatic system to maintain the components of the aquatic system in tension and to create the necessary restoring force for maintaining the structure at a desired elevation in the body of water, as well as maintaining horizontal restoring at any point of submergence.
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24.08.2022
02-01
Endring av fullmektig
2022/12936
UT
GH Forespørsel
Bjerkén Hynell KB
19.08.2022
01-02
Endring av fullmektig
2022/12936
INN
P420155NO_Power of Attorney form - Bjerken Hynell
Bjerkén Hynell KB
19.08.2022
01-01
Endring av fullmektig
2022/12936
INN
Generell henvendelse
Bjerkén Hynell KB
15.12.2020
02-01
Endring av fullmektig
2020/15452
UT
GH Forespørsel
IPRACRAFT AB
08.12.2020
01-02
Endring av fullmektig
2020/15452
INN
Fullmakt
IPRACRAFT AB
08.12.2020
01-01
Endring av fullmektig
2020/15452
INN
Generell henvendelse
IPRACRAFT AB
31.03.2020
14-01
Saksbehandling
20180703
UT
PT Varsel om betaling av første årsavgift (3317) (PT20180703)
Disclaimer: This text has been machine-scanned and may contain errors – please refer to "Publications" for legally binding content.Description
An aquatic systemField of the inventionThe invention concerns the field of floating structures, more particularly to a system for mooring one or more structures in a body of water, as set out by the preamble of claim 1, and to a method of controlling the vertical position of a structure in a body of water, as set out by the preamble of claim 4.Background of the inventionFloating aquatic installations generally comprise a structure having one or more mooring lines which are connected to respective seabed anchors. As an example, a fishfarming plant comprises a net pen floating with its upper portion in, or immediately above, the water surface. The net pen is maintained in position by a plurality of mooring lines or/and chains. Such installations are subjected to wind and waves which may jeopardize operations and damage equipment. It is therefore a desire to develop arrangements that are more robust, whereby the installations may be placed farther out from shore.One such arrangement is to submerge the installation in order to reduce impacts from the surf zone and extreme environmental loads at the surface. Submergence will also avoid impacts from biological and chemical environment that typically are present at or near the water surface, and mitigate or avoid operational aspects concerning security, obstruction of maritime surface activities, and unwanted visual impact to the surroundings.The prior art includes TW 201112947 A, which discloses a net cage, a plurality of floats, a plurality of cable ropes, a plurality of buoys and a plurality of anchors. A buoy is arranged on the cable rope between the net cage and the seabed anchor. The buoy makes the cable rope generate tension force to act on the net cage so as to make the net cage generate horizontal force to resist a water current.The prior art also includes US 5655938 A, which discloses fish cage which is moored by two lines to respective seabed anchors. A float/ballast assembly, in which the
buoyancy may be controlled, is incorporated into the mooring lines at two points on either side of the cage. The cage preferably has positive buoyancy which will allow it to float on the surface with some of its volume above water.The prior art also includes JPH 11178474 A, which discloses a cage having buoyancy means and “deflectors” and being connected to seabed anchors by mooring wires. Submerged, buoys are connected to each wire. When the horizontal water currents increase, a downward force is generated by the deflectors, hence forcing the cage towards the seabed. When the water current subsides, the downward force subsides correspondingly, and the cage ascends towards the surface.The prior art also includes KR 101185861 B1, which discloses a submersible fish cage comprising a cage body with a buoyancy controller. The buoyancy controller includes a buoyancy controlling tank having an empty space in the inside, a cover plate assembled to the upper side of the buoyancy controlling tank, a weight installed on the lower side of the buoyancy controlling tank, a sea water valve penetrating the bottom of the buoyancy controlling tank, and an air valve penetrating the cover plate. The air valve is connected to a control buoy having an air injection-discharge unit connected to an air hose. The buoyancy controller is connected to an upper pipe or a lower frame of the cage body. The cage is moored to seabed anchors via mooring lines suspended by surface buoys.The prior art also includes JP 20100129552 A, KR 100925403 B1, KR 100270931 B1, KR 100885630 B1, RU 2105471 C1, JP 2016158516 A and EP 0076151 A2, which all disclose devices for submerging fish farming plants and cages.The present invention provides improvement to the prior art, and offers also other advantages.Summary of the inventionThe invention is set forth and characterized in the main claim, while the dependent claims describe other characteristics of the invention.
It is thus provided an aquatic system, comprising a structure which is configured to be arranged in a body of water, - at least two buoyancy control arrangements which are connected to the structure and to a seabed below a body of water and submerged in the body of water, whereby the structure is moored to the seabed via the at least two buoyancy control arrangements;- said at least two buoyancy control arrangements being connected to the structure such that tension between the buoyancy control arrangements is transferred between the buoyancy control arrangements via the structure;- each said buoyancy control arrangement comprising at least a first buoyancy device and a second buoyancy device in which the buoyancy of the first buoyancy device and the buoyancy of the second buoyancy device is independently controllable, whereby the buoyancy of the first buoyancy device may be greater than the buoyancy of the second buoyancy device, and vice versa;,- wherein the net buoyancy in said at least two buoyancy control arrangements is controllable in order to adjust the vertical and horizontal position of the structure in the body of water.In one embodiment, the buoyancy control arrangements are arranged at opposing sides of the structure.The structure may be a net pen configured for fishfarming, an elongated member configured for supporting a facility for growing seaweed, or any other submerged facility, such as a renewable energy device.It is also provided a method of controlling the vertical position of a structure in a body of water in an aquatic system according to the invention; characterized by controlling the net buoyancy in said at least two buoyancy control arrangements in order to adjust the vertical position of the structure in the body of water.The net buoyancy may be controlled by controlling the net buoyancy of either or both the first buoyancy device or the buoyancy of the second buoyancy device. The buoyancy may be controlled by adding or removing water to/from a chamber inside the first and/or second buoyancy device.
The invention therefore provides a capability of supporting and operating a functional structure or facility in an aquatic environment, typically a marine offshore environment, at various levels of water depth, from the sea surface to an assigned submerged level, while maintaining the necessary structural integrity and horizontal and vertical restoring capacity of the overall system. This is achieved while the structure or facility is exposed to environmental loads from the marine environment as well as the dead weight and buoyancy of the structure and the overall system.The structure may be a straight rope supporting a payload, e.g. for cultivating seaweed, a horizontal frame spread supporting a payload, e.g. a cage for fishfarming, or a volumetric structure (e.g. a tank for storage or other function), all with at least two oppositely arranged mooring and buoyancy control arrangements. The structure shall not be limited to the aforementioned examples, but may have other forms, shapes and functions.The overall system has no parts or elements above the water surface when in the submerged state, thus disengaging it completely from potentially extreme weather conditions on the surface.The system according to the invention may be configured in a straight line with sets of buoyancy devices (buoyancy control arrangements) at either end. It may also be configured similarly in a triangle or rectangle or square as well as a polygon, assumedly axi-symmetric. The system may carry any load or structure supported directly by the buoyancy devices or by the structure, or only in parts or marginally by the buoyancy devices by the structure being rigged or ballasted to close to neutrally buoyant state. The load or structure carried by the system may be single point loads or a system of loads from a larger integrated system or structure, e.g. a net or cage of an aquaculture facility. The latter typically applies to triangle, rectangle or any other polygon-shaped system. For these multisided systems, they will be supported by opposing pairs of buoyancy control arrangements, each having at least two buoys each.
Brief description of the drawingsThese and other characteristics of the invention will become clear from the following description of a preferential form of embodiment, given as a non-restrictive example, with reference to the attached schematic drawings, wherein:Figure 1 is a schematic side view of an embodiment of the invented system, in a surface position;Figure 2 is a schematic side view of the embodiment illustrated in figure 1, illustrating the system in a submerged position;Figure 3 is an enlargement of the area “A” in figure 2;Figure 4 is a schematic side view of a second embodiment of the invented system, in a surface position;Figure 5 is a schematic side view of the embodiment illustrated in figure 4, illustrating the system in a submerged position;Figure 6 is an enlargement of the area “F” in figure 5;Figure 7 is a perspective view illustrating a variant of the embodiment of the invented system illustrated in figures 4-6;Figure 8 is a schematic perspective view of an assembly of a plurality of the embodiment of the invented system illustrated in figures 4-6;Figure 9 is a schematic perspective view of a third embodiment of the invented system;Figure 10 is a schematic side view of the embodiment illustrated in figure 9, in a surface position; andFigure 11 is a schematic side view of the embodiment illustrated in figure 10, illustrating the system in a submerged position.
Detailed description of a preferential embodimentThe following description will use terms such as “horizontal”, “vertical”, “lateral”, “back and forth”, “up and down”, ”upper”, “lower”, “inner”, “outer”, “forward”, “rear”, etc. These terms generally refer to the views and orientations as shown in the drawings and that are associated with a normal use of the invention. The terms are used for the reader’s convenience only and shall not be limiting.Referring initially to figure 1, the invented system comprises in the illustrated embodiment a structure 2 floating in the surface S of a body of water W. The structure 2 may be of a rigid or flexible constitution, have an elongated shape, circular shape or any other shape, and may comprise buoyancy elements (not shown).In figure 1, the structure 2 is connected to – and moored to the seabed via – two oppositely arranged buoyancy control arrangements 15 via respective first connection members 5. The first connection member 5 may be flexible member (e.g. a tether, line, wire rope or other rope, chain, or rod) or a rigid member (e.g. a bar, beam). Each buoyancy control arrangement 15 comprises a first buoyancy device 4 and a second buoyancy device 3 interconnected via a second connection member 6. The second connection member 6 may be flexible member (e.g. a tether, line, wire rope or other rope, chain, or rod) or a rigid member (e.g. a bar, beam). The first buoy 4 is connected to the structure 2 via the aforementioned first connection member 5, while the a second buoy 3 is connected to the seabed B via a third connection member 7. Although not illustrated, it should be understood that the first buoyancy device 4 may be connected directly to the structure 2, in which case the first connection member 5 is a bolt, rope, or other fastener known in the art. The third connection member 7 may be flexible member (e.g. a tether, line, wire rope or other rope, chain, or rod) or a rigid member (e.g. a bar, beam). In the illustrated embodiment, the third connection member 7 is connected to the seabed via an anchor device 1.The buoyancy control arrangements 15 are connected to opposing ends of the structure 2, and the buoyancy devices 4, 3 are kept together and tensioned up by the connection members and their respective connections to the seabed. The structure 2 is thus supported – horizontally and vertically – by the buoyancy control arrangements 15.
The first and second buoyancy devices 4, 3 may be any buoys or buoyancy devices known in the art. The buoyancy in the first and second buoyancy devices 4, 3 are adjustable in a manner known in the art (e.g. as a buoy having a ballast chamber and associated valves and pumps for infusing and expelling water). The buoyancy devices 4, 3 may comprise a solid ballast with density significantly higher than water such that the buoyancy devices are capable having a sufficiently low net buoyancy and thereby sinking through ballasting, when the net buoyancy of the structure for example is close to zero.In figure 2, the buoyancy of the first buoyancy devices 4 has been reduced (in a manner which per se is known, e.g. by adding a ballast), whereby the first buoyancy devices 4 and the structure 2 have been lowered to a submerged position below the water surface S. As indicated above, the reduction in buoyancy may be achieved by adding ballast (e.g. water) to the first buoyancy devices 4 and – optionally – by controlling ballast of the second buoyancy devices 3. In the state illustrated by figure 2, the second buoyancy devices 3 have become the main load-carrying devices for maintaining horizontal restoring forces, i.e. maintaining horizontal restoring forces in the system while the first buoyancy device 4 still controls a minimum of uplift for vertical restoring and for some structures also necessary load load-carrying. The first buoyancy devices 4 retain tension in the system and a (slight) positive buoyancy in order not to “freefall” sink with no upwards restoring capacity in itself or in the system.A key principle of the invention is that the net buoyancy of the buoyancy control arrangements (i.e. in the first and/or the second buoyancy device 4, 3) is controllable in order to adjust the vertical position of the structure 2 in the body of water. The pair of buoyancy control arrangements 15 retain a system in tension by opposing forces and facilitates a stable submergence of the structure 2 and a stable operation of the structure at various levels in the water. In this context, “stable” means the maintaining of necessary horizontal and vertical restoring capacity to avoid excessive drift-off horizontally or progressive unstable sinking vertically. As such, the invented system is a mooring system which is capable of keeping the structure 2 in position horizontally but with the additional feature, compared to mooring systems of the prior art, of
maintaining vertical hydrostatic stability during submergence operations and when in submerged state.The structure 2 may be slightly positively buoyant, either inherently or in combination with auxiliary buoy. The pair of buoyancy control arrangements 15 are not necessarily and primarily intended for uplift for the structure, but is dedicated to creating stable restoring capacity horizontally and vertically. For some structures, the first buoyancy device 4 will also contribute with uplift or load-carrying capacity to the structure 2, either fully or partially. It will then typically be connected close to the structure, element 5 being very short or absent. An example is an aquaculture cage.A fundamental principle of the invention is illustrated by the force couples in figure 3. In the illustrated example, the first buoyancy device 4 will always have a net upwards uplift (buoyancy). This maintains tension in the system (i.e. in the first, second and third connection members) even when the system is in a submerged state. As such, the system will not progressively sink downwards as it is submerged. The system still maintains its load carrying capabilities and position keeping capacity in the submerged position.In general, the system according to the invention comprises the structure 2 interconnecting oppositely arranged buoyancy control systems 15. The structure will therefore oftentimes or normally only maintain its own structural integrity, not being directly exposed to loads induced in and on the structural frame, i.e. system pre-tension and environmental reactions. The system will therefore be self-contained and not be dependent on the structure to maintain structural integrity and stability. This enables easy installation, maintenance and refitting of parts or whole of the structure. Still the system will on a design level be dependent on the characteristics of the structure in terms of loading, dynamic response and stability. For some cases though, the structure could also be an integrated part of a more elaborate structural framework.Figures 4-7 illustrate a second embodiment of the invented system. Unless otherwise noted, the features and aspects described above with reference to the first embodiment shall also apply to this second embodiment.
In the second embodiment of the invented system, the structure comprises an elongated member 9 which is connected to two buoyancy control arrangements 15 as described above. In the illustrated embodiment, the elongated member 9 is a rope, but the elongated member 9 may be any flexible member (e.g. a tether, line, wire rope or other rope, chain, or rod) or a rigid member (e.g. a bar, beam). Arranged at intervals along the elongated member 9 are auxiliary buoyancy devices 8, and a plurality of ropes 10 are suspended by and along the elongated member 9. A variant is shown in figure 7, in which the ropes 10 are attached to a secondary line 12, which in turn is connected to the elongated member (here: a rope or wire rope) 9 via a shackle 11. The secondary line 12 is not a part of the structural loading of the system. The auxiliary buoyancy devices 8 will tentatively make the structure neutrally buoyant. The ropes 10 may advantageously be used for growing and cultivating seaweeds. Figures 5 and 6 illustrate a submerged position for the system; corresponding in principle to the illustrations in figures 2 and 3 as discussed above.Figure 8 illustrated how a plurality of systems according to the second embodiment of the invention (figures 4-7) may interconnected to form an assembly of systems. It will be noted that for such multi-sided system, additional support on each side by buoyancy devices 4 may be desirable to maintain sideways restoring and efficient elevated shape of the system. These buoyancy devices 4 may or may not be ballastable, if not then just be a member following the active ballasting of the other buoyancy devices 4 actively ballasted.Figures 9-11 illustrate a third embodiment of the invented system. Unless otherwise noted, the features and aspects described above with reference to the first embodiment shall also apply to this third embodiment.In the third embodiment of the invented system, the structure comprises a floating net pen 20 (for use in e.g. fish farming). The net pen 20 is moored to the seabed B by means of a plurality of buoyancy control arrangements 15 as described above (seabed anchors not shown). Figure 9 shows an embodiment having eight buoyancy control arrangements 15, but it should be understood that fewer or more such arrangements may be used. Tension and structural integrity in the system is maintained independent of the nets; the net pen cage wire frame may be connected directly under the first buoyancy
devices 4, whereby the first buoyancy devices will carry some or all of the payload of the net pen cage. It will be noted that in this embodiment, the first buoyancy devices 4 are connected directly to the net pen 20, and the aforementioned first connection member 5 has been omitted.One additional beneficial aspect of this third embodiment, is that the fish inside the net pen may be kept below the lice zone, i.e. below 10-20m. Remote access to the net pen from a vessel on the water surface is envisaged.In the above descriptions of the embodiments of the invention, a distinction has generally been made between a first state (in which the structure is arranged in or above the water surface S) and a second state (in which the structure is fully submerged in the body of water). Common to all embodiments of the invention is that the net buoyancy of the buoyancy control arrangements (i.e. first and second buoyancy devices) may be controlled in order to adjust the vertical position of the structure in the body of water. As an example, the first state may be associated with a state in which the buoyancy of the first buoyancy device 4 is greater than the buoyancy of the second buoyancy device 3, while the second state may be associated with the state in which the buoyancy of the first buoyancy device 4 is less than the buoyancy of the second buoyancy device 3. It should be understood, however, that other buoyancy configurations are possible.It should be understood that the invention is applicable for use in any aquatic environment, i.e. wherein the system is installed in a body of water.
Claims
Claims1. An aquatic system, comprising a structure (2; 9; 20) which is configured to be arranged in a body of water (W);- at least two buoyancy control arrangements (15) which are connected to the structure and to a seabed (B) below a body of water (W) and submerged in the body of water, whereby the structure is moored to the seabed via the at least two buoyancy control arrangements;- said at least two buoyancy control arrangements being connected to the structure such that tension between the buoyancy control arrangements is transferred between the buoyancy control arrangements via the structure;- each said buoyancy control arrangement comprising at least a first buoyancy device (4) and a second buoyancy device (3); characterized in that- the buoyancy of the first buoyancy device (4) and the buoyancy of the second buoyancy device (3) is independently controllable, whereby the buoyancy of the first buoyancy device (4) may be greater than the buoyancy of the second buoyancy device (3), and vice versa;- wherein the net buoyancy in said at least two buoyancy control arrangements (15) is controllable in order to adjust the vertical and horizontal position of the structure in the body of water.2. The aquatic system of claim 1, wherein the buoyancy control arrangements are arranged at opposing sides of the structure.3. The aquatic system of any one of claims 1-2, wherein the structure is a net pen (20) configured for fishfarming, or an elongated member (9) configured for supporting a facility (10, 12) for growing seaweed or any other submerged facility, such as a renewable energy device.4. A method of controlling the vertical position of a structure (2; 9;20) in a body of water in an aquatic system as set out by any one of claims 1-3; characterized by controlling the net buoyancy in said at least two buoyancy control arrangements (15) in order to adjust the vertical position of the structure in the body of water.5. The method of claim 4, wherein the net buoyancy is controlled by controlling the net buoyancy of either or both the first buoyancy device (4) or the buoyancy of the second buoyancy device (3).6. The method of claim 5, wherein the buoyancy is controlled by adding or removing water to/from a chamber inside the first and/or second buoyancy device.Patentkrav1. Vannsystem omfattende en struktur (2; 9; 20) som er konfigurert for å anordnes i et vannlegeme (W);- minst to oppdriftsstyreanordninger (15) som er forbundet med strukturen og med en havbunn (B) under et vannlegeme (W) og neddykket i vannlegemet, hvorved strukturen er fortøyd til havbunnen via de minst to oppdriftsstyreanordningene;- de minst to oppdriftsstyreanordningene er forbundet med strukturen på en slik måte at spenning mellom oppdriftsstyreanordningene blir overført mellom oppdriftsstyreanordningene via strukturen;- hver oppdriftsstyreanordning omfatter minst en første oppdriftsinnretning (4) og en andre oppdriftsinnretning (3); karakterisert ved at- oppdriften til den første oppdriftsinnretningen (4) og oppdriften til den andre oppdriftsinnretningen (3) kan styres uavhengig, hvorved oppdriften til den første oppdriftsinnretningen (4) kan være større enn oppdriften til den andre oppdriftsinnretningen (3), og vice versa;- hvori netto oppdriften i de minst to oppdriftsstyreanordningene (15) kan styres for å justere den vertikale og horisontale posisjonen til strukturen i vannlegemet.2. Vannsystemet ifølge krav 1, hvori oppdriftsstyreanordningene er anordnet på motsatte sider av strukturen.3. Vannsystemet ifølge et hvilket som helst av kravene 1-2, hvori strukturen er en merd (20) konfigurert for fiskeoppdrett, eller et langstrakt element (9) konfigurert for støtte av et anlegg (10, 12) for dyrking av alger, eller hvilket som helst annet neddykkete anlegg, slik som en innretning for fornybar energi.4. Fremgangsmåte for å styre den vertikale posisjonen til en struktur (2; 9;20) i et vannlegeme i et vannsystem som angitt i et hvilket som helst av kravene 1-3;karakterisert ved å styre netto oppdriften i de minst to oppdriftsstyreanordningene (15) for å justere den vertikale posisjonen til strukturen i vannlegemet.5. Fremgangsmåten ifølge krav 4, hvori netto oppdriften styres ved å styre netto oppdriften til én eller begge av den første oppdriftsinnretningen (4) eller oppdriften til den andre oppdriftsinnretningen (3).6. Fremgangsmåten ifølge krav 5, hvori oppdriften styres ved å tilsette eller fjerne vann til/fra et kammer på innsiden av den første og/eller andre oppdriftsinnretningen.