GB2495286A - A Method of Recovering a Deposit from the Sea Bed - Google Patents

A Method of Recovering a Deposit from the Sea Bed Download PDF

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Publication number
GB2495286A
GB2495286A GB1116982.8A GB201116982A GB2495286A GB 2495286 A GB2495286 A GB 2495286A GB 201116982 A GB201116982 A GB 201116982A GB 2495286 A GB2495286 A GB 2495286A
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United Kingdom
Prior art keywords
text
suction
moving
surface vessel
vehicles
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Granted
Application number
GB1116982.8A
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GB2495286B (en
GB201116982D0 (en
Inventor
Dan Costache Patriciu
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Marine Resources Exploration International BV
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Marine Resources Exploration International BV
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Application filed by Marine Resources Exploration International BV filed Critical Marine Resources Exploration International BV
Priority to GB1116982.8A priority Critical patent/GB2495286B/en
Publication of GB201116982D0 publication Critical patent/GB201116982D0/en
Priority to UAA201404682A priority patent/UA109502C2/en
Priority to KR1020147010675A priority patent/KR20140077181A/en
Priority to EA201490731A priority patent/EA201490731A1/en
Priority to JP2014532282A priority patent/JP2014528524A/en
Priority to US14/347,158 priority patent/US20140230287A1/en
Priority to GEAP201213458A priority patent/GEP201606539B/en
Priority to PCT/EP2012/004127 priority patent/WO2013050137A2/en
Priority to MX2014004013A priority patent/MX2014004013A/en
Priority to CA2850563A priority patent/CA2850563A1/en
Priority to CN201280048700.7A priority patent/CN103917747A/en
Priority to EP12774931.5A priority patent/EP2751389A2/en
Publication of GB2495286A publication Critical patent/GB2495286A/en
Priority to HK13111378.4A priority patent/HK1183921A1/en
Application granted granted Critical
Publication of GB2495286B publication Critical patent/GB2495286B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F1/00General working methods with dredgers or soil-shifting machines
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C50/00Obtaining minerals from underwater, not otherwise provided for
    • 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
    • E02F3/8833Floating installations
    • 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
    • E02F3/8858Submerged units
    • 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
    • E02F3/8858Submerged units
    • E02F3/8866Submerged units self propelled
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F7/00Equipment for conveying or separating excavated material
    • E02F7/005Equipment for conveying or separating excavated material conveying material from the underwater bottom
    • 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
    • E02F3/907Measuring or control devices, e.g. control units, detection means or sensors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/96Dredgers; Soil-shifting machines mechanically-driven with arrangements for alternate or simultaneous use of different digging elements

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Toys (AREA)
  • Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)
  • Cleaning Or Clearing Of The Surface Of Open Water (AREA)
  • Refuse-Collection Vehicles (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Processing Of Solid Wastes (AREA)
  • Manipulator (AREA)

Abstract

A method of recovering a deposit from the sea bed using a surface vessel 20 and first and second suction vehicles 27 / 30. The suction vehicles traverse the sea bed to vacuum up the deposit and are each connected to the surface vessel by a respective flexible riser 26 / 29. A slurry of the deposit is transferred along the risers from the suction vehicles to the surface vessel. The method comprises moving the suction vehicles across the sea bed in a plurality of lanes such that they travel substantially further than the surface vessel. The vehicles turn or reverse at the end of each lane (3, FIG 1A). The deposit is mined with substantially without gaps between adjacent lanes. The suction vehicles may move across grids. The vehicles may operate in separate grids. The suction vehicles may have a mouth at each end.

Description

A METHOD OF RECOVERING A DEPOSIT FROM THE SEA BED
The present invention relates to a method of recovering deposit from the sea bed.
A method for doing this is disclosed in WO 2010/000289.
This involves a surface vessel and a suction vehicle which traverses the sea bed. The suction vehicle is attached to the surface vessel by a flexible riser along which a slurry of the deposit is transferred from the suction vehicle to the surface vessel.
In order to be economically viable, the production process has to be as efficient as possible. This means that the best possible production rate should be realised against the least possible cost. A number of factors affect the production rate such as the pumping capacity, and suction vehicle speed, while operational costs are largely determined by the energy cost.
The reach of the suction vehicles with respect to the surface vessel, (i.e. the horizontal distance they can travel away from the surface vessel) is determined by the length of the flexible riser. While a longer flexible riser provides a bigger reach, this also has drawbacks such as increasing the weight of the suction vehicle, and also providing increased resistance and inertia forces on the suction vehicle when travelling and manoeuvring.
The most straightforward way of recovering the deposit would be for the suction vehicle to simply follow the surface vessel by each travelling along a single lane.
However, under these circumstances, the suction vehicle must travel at the same speed as the surface vessel. This is undesirable given the safety implications caused by dragging the riser system through the water at relatively high speeds. Ibis could easily damage a suction vehicle should the suction vehicle fail.
A report for Pisces Environmental Services (Pty) Ltd for Benguela current Large Marine Ecosystem Programme, entitled "Data Gathering and Gap Analysis for Assessment of cumulative Effects of Marine Diamond Mining Activities on the BCLME Region" (Project BEHP/cEA/03/02), Chapter 4: Mining Methods, pages 165-168; Published March 2008; available from www.bclme.org discloses the use of a seabed crawler for seabed mining. However, the vehicles are moved by an operator using a joystick to manoeuvre the vehicle. As such, it will not follow a well defined pattern.
According to the present invention, there is provided a method of recovering a deposit from the sea bed using a surface vessel and first and second suction vehicles which traverse the sea bed to suck up the deposit and are each connected to the surface vessel by a respective flexible riser along which a slurry of the deposit is transferred from the suction vehicles to the surface vessel, the method comprising moving the first and second suction vehicles to and fro across the sea bed in a plurality of lanes such that they travel substantially further than the surface vessel, turning or reversing each vehicle at the end of each lane in a manner such that the lanes are adjacent to one another to mine the deposit substantially without gaps between adjacent lanes.
In the present invention, there is no longer the need for the suction vehicles to match the speed of the surfaoe vessel. Further, by mining the sea bed in adjacent lanes, an area of sea bed can be oovered without leaving gaps, thereby improving the efficiency of the operation.
The use of more than one suction vehicle is beneficial in that it provides continuity of operation. A spare suction vehicle may be kept on the deck of the surface vessel and, if one suction vehicle fails, it can be replaced with a spare vehicle while the other vehicle or vehicles continue to operate. The recovered vehicle can then be repaired while normal operation is underway. Although described with two such vehicles, the present invention is also applicable to two or more vehicles.
Fig. lA illustrates a suction vehicle 1 which has a mouth at one end. This travels along a first lane 2 before turning through 180° at turning circle 3 and returning along a second lane 4. The suction vehicle 1 makes a further pass, but this time travelling along a third lane 5 to a second turning circle 6. As can be seen in Fig. 1A, there is a significant overlap 7 between the two turning circles 3, 6 at which time operation of the suction vehicle is not optimal. Fig. lB shows a second vehicle 8 which has a suction mouth at either end. Tnstead of rotating through 180°, the vehicle 8, once it reaches the end of a first lane 9, 10 Is then simply reversed into an adjacent lane 11, 12 while still facing in the same direction.Asw ill be apparent from Fig. 1E, regions 13, 14 are then missed by the suction vehicles again, resulting in an inefficient suction operation. As a result of this, to maximise the efficiency of the recovery, the number of turns in the mining pattern should be minimised.
Therefore, preferably the method further comprises moving the first suction vehicle across a first grid, with the grid being covered by the vehicle moving in a first lane in a longitudinal direction from a first end of the grid to a second end, making a small lateral displacement before returning longitudinally to the first end along a lane adjacent to the first lane, and repeatedly moving in this way between the two ends, each time along a lane laterally adjacent to the previous lane until the first grid is completed; simultaneously moving the second suction vehicle in the same manner in a second grid laterally adjacent to the first grid, such that the lateral spacing between the first and second suction vehicles remains substantially constant throughout; and once the first and second grids are completed, moving the first and second suction vehicles to third and fourth grids longitudinally adjacent to the first and second grids respectively and covering these in the same manner as the first and second grids.
This provides an efficient mining pattern in that the first and second suction vehicles are able to be kept apart by substantially constant distance thereby eliminating the possibility of collision and entanglement.
Secondly, because the suction vehicles move longitudinally at first and second grids which are laterally adjacent to one another, there can be optimal use of the length of the riser resulting in longer lanes thereby improving the efficiency as compared to a mining pattern in which suction vehicles move in a lateral direction.
The surface vessel may simply move slowly in the longitudinal direction thereby keeping pace with the suction vehicles as they move the third and fourth grids and move progressively onto further grids. However, preferably, the method further comprises moving the surface vessel-in a lateral direction while the surface vehicles are moving in first and second grids, and moving the surface vessel in a longitudinal direction as the surface vehicles move to the third and fourth grids. By moving the surface vessel laterally as the suction vehicles traverse the grids, the width of the grid can be increased for any given length of riser. This effectively allows the use of a shorter riser.
As the surface vehicle moves in the longitudinal direction as the suction vehicles move to the third and fourth grids, it will generally only need to move at approximately half speed of the suction vehicles such that the vehlcles have to travel from one end of one grid to the opposite end of the second grid, effectively travelling the length of two grids, while the surface vessel travels generally from the mid-point of one grid to the mid-point of the adjacent grid which is approximately the length of one grid.
When reaching the end of the first and second grids, the suction vehicles may be moved laterally across the full width of the grid such that they then begin covering the next grid in the same lateral direction In which they covered the previous grid. However, preferably, the small lateral displacement at the first and second grids takes place in the opposite lateral direction from the respective third and fourth grids. Essentially, this means that each longitudinally adjacent grid is covered in the opposite lateral direction to the previous grid. This provides a more efficient mining pattern and requires less lateral movement of the surface vessel.
For a second preferred pattern, the method preferably comprises moving the surface vessel in a longitudinal direction and moving the first and second suction vehicles in a lateral direction. With such a pattern, the surface vessel can travel along a much simpler path as the suction vehicles traverse in a lateral direction. As such, such a pattern can be employed if more complex control of the surface vessel is considered undesirable.
With such a pattern, the suction vessel can further comprise moving each of the suction vehicles one on each side of the surface vessel. Alternatively, the method may further comprise moving each of the suction vehices on both sides of the surface vessel. The former has the advantage that the two suctions vehicles each move in their own space, while the latter provides longer lanes and hence reduces the number of turns.
For a third preferred pattern, the method preferably further comprises the steps ci moving the first and second suction vehicles in an arcuate path substantially centred on the point where the flexible riser attaches to the surface vessel. This has the benefit that the "reach" of each riser remains substantially constant and also allows for longer lanes than the latera] arrangement above.
Again, the method may further comprise moving each of the suction vehicles on each side of the surface vessel, or moving each of the suction vessels on both sides of the surface vessel.
Each suction vehicle may have a mouth at each end, in which case vehicles are moved between the ends of the grid while facing substantially the same direction at all times.
However, preferably, the method further comprises turning each suction vehicle through substantially i80 each time it reaches the end of a lane prior to returning to the opposite end. This method can be used with a vehicle with a single suction mouth which can have a simpler, cheaper and lighter design.
Examples of methods in accordance with the present invention will now be described with reference to the accompanying drawings, in which: Figs. 1A and lB are schematic plan views showing the problems encountered at the lane ends; Fig. 2 is a schematic cross-section of the recovering system; Figs. 3a-3d are schematic plan views showing the stages of a first mining pattern; Fig. 4 is a schematic plan view of a second mining pattern; Fig. 5 is a schematic plan view of a variation of the second mining pattern; and Fig. 6 is a schematic plan view of a third mining pattern.
The overall system is shown in Fig. 2 which comprises a surface vessel 20 equipped with a pumping system 21 and a slurry processing system 22. The riser system comprises a rigid riser bundle 23 supported in part by a flotation tank 24 and flexible ducts 25 leading to the surface vessel. A first flexible riser 26 leads from the rigid riser bundle 23 to a first suction vehicle 27 which travels across the sea bed 28 while a second flexible riser 29 leads to a second suction vehicle 30. The surface vessel has a dynamic positioning system that enables it to stay in position and follow a predetermined track.
In use, the suction vehicles traverse the sea bed sucking up surface deposits which are then pumped along the flexible risers 26, 29, through the rigid riser bundle 23 and the flexible ducts 25 to the surface vessel where they are processed by a treatment plant 22 before being transported ashore for further processing. Waste water is then pumped by the pump system 21 down the riser system for disposal adjacent to the sea bed. This application is concerned with the nature of the mining pattern and no further details will be provided here. For details of the riser bundle 23, reference is made to pending application (agent's ref. 113711GBOO) and the suction vehicles 27, 30 are described in the application (agent's ref 113709GB00) The overall system is also described in general terms in WO 2010/000289.
In Fig. 2, the lateral direction is depicted by arrow 31, while the longitudinal direction is the direction into and out of the plane of the page. This is depicted in Fig. 3, the arrow 32.
The mining pattern will now be described with reference to Fig. 3. Referring first to Fig. 3d, the mining pattern is divided into a first grid 33, second grid 34, a third grid 35, fourth grid 36. First and second grids 33, 34 are laterally adjacent to one another and are covered simultaneously by the first 27 and second 30 suction vehicles respectively. The third and fourth grids 35, 36 are laterally adjacent to one another and longitudinally adjacent to the first 33 and second 34 grids respectively.
The third and fourth grids 35, 36 are covered simultaneously subseguently to the coverage of first 33 and second 34 grids as described below in greater detail.
Although the description below relates primarily to the formation of four grids, it wIll be readily understood that the process is intended to be continuously repeated over and over again until the desired area is completed. Typically, each lane will be 10 to 15 metres in width with clearance of approximately 2 metres between adjacent lanes. Each grId will be hundreds of metres in length and width. Before the recovery operation commences, the sea bed is the subject of a survey allowing an optimal course to be plotted which provides as many straight runs as possible. This will provIde optimum coverage while avoiding the large scale sea bed features. The two vehicles will be equipped with sensors as described in the above mentioned co-pending application (agent's ref. 113709GB00) so that small-scale obstructions can be avoided by the suction vehicles. In these circumstances, the vehicles will follow a course around the obstructions and then return to the lanes described below as soon as possible.
-10 -When the surface vehicle 20 reaches the end of a long run, it will turn in accordance with the large-scale mining pattern determined from the survey and begin again on a new course using the mining pattern described below. This course may well be a course adjacent to the one that it has just covered, or may be in an entirely different direction.
Thus, the description below covers the basic building blocks of a mining pattern which is repeated over and over again to cover potentiaiiy thousands of square kiiometres of sea bed.
First 27 and second 30 suction vehicles initially begin to recover the deposit from the first 33 and second 34 grids by moving aiong a first longitudinai path 37. when they reach the end of the grid they either turn through a 180° as shown in Fig. lA, or simply reverse their direction moving to an adjacent lane as shown in Fig. lB if a suctIon vehicle has a suction mouth at either end. This process of turning or reversing at each end of the grid to operate in an adjacent lane is repeated until the first and second grids are covered (just after the position shown in Fig. 3b) There is no need for the two vehicles to be in exactly the same position as one another along their iane at any one time. One vehicle could, for exampie, be travelling in one direction, while the other travels in the opposite direction. The important thing is that, as the lanes are essentially in the same direction, the vehicles generaliy move in parallel lanes, so that they do not generally approach one another as they move.
-11 -Initially, the first vehicle 27 is at its maximum reach (i.e. it is horizontally as tar from the surface vehicle as the riser 26 will allow), while the second vehicle 30 is at its minimum reach. As the recovery process proceeds, the suction vehicle 27 will get closer to the surface vessel, while the second suction vessel will get further away until they reach the position shown in Fig. 2 where the second suction vehicle 30 moves towards its maximum reach. At that time, the surface vessel 20 will make a lateral step (as depicted by line 38 in Fig. 3d) to allow the suction vehicles to complete the first and second grids 33, 34. The suction vehicles reach the first end of the last lane of the first and second grids (shown in Fig. 3b) . The surface vessel 20 turns to move longitudinally, its path being represented by path 39 in Fig. 3d. The turn will not be as abrupt as shown in Fig. 3d, and will, in practice, be a smooth curve. Any deviation from this idealised path shown in Fig. 3d is compensated for in the flexibility of the risers. As the surface vessel 20 travels along this path, the two suction vehicles 27, 30 complete the final lane of the first and second grids 33, 34 and then continue longitudinally along paths 40 to form the first lane of the third 35 and fourth 36 grids. In this way, the surface vessel 20 can travel at approximately half the speed of the suction vehicles 27, 30.
The suction vehicles 27, 30 then proceed to cover the third 35 and fourth 36 grids in the same way described above in relation to the first 33 and second 34 grids, with the exception that the direction of lateral movement Is opposite the direction of lateral movement of the first 33 and second -12 - 34 grids, namely right to left as shown in Figs. 3. At this time, the surface vehicle 20 will also move laterally in the same manner as described above with the lateral movement being depicted by the line 41 in Fig. 3d.
As shown in Fig. 3d, at the end of the third 35 and fourth 36 grids, the suction vehicles 27, 30 move longitudinally forward and begin to cover subsequent grids exactly the same way that they covered the first and second grids as described with reference to Figs. Ba and 3b.
A second example of a mining pattern is shown in Fig. 4. In this case, the surface vessel 20 moves in a longitudinal direction. The first suction vehicle 27 moves to and fro in a transverse direction on one side of the surface vessel 20, while the second suction vehicle 30 does the same on the opposite side of the surface vessel 30. The suction vehicles 27, 30 turn at the end of the lanes as shown in Fig. lA. The surface vessel 20 moves essentially in a straight line, while the two surface suction vessels move in the maximum extent allowed by their risers 26, 29.
Figure 4 shows the suction vehicles operating such that they approach one another at a position close to the surface vessel. Alternatively, they could operate with a substantially constant separation, such that as one approaches the surface vessel, the other is at its furthest position from the surface vessel. This avoids any problems with entanglement close to the surface vessel and means that the patterns covered by the two suction vessels can be closer together.
-13 -A modification of this pattern is shown in Fig. 5.
Again, the surface vessel 20 moves in a longitudinal direction, while the suction vehicles 27, 30 move laterally.
In this case, both suction vehicles travel in much longer lanes which extend on both lateral sides of the surface vessel. As will be appreciated from Fig. 5, the increased length of the lanes reduces the number of turns and the associated inefficiency. On the other hand, more careful control of the position of the suction vehicles is required to avoid collision and entanglement of their flexible risers 26, 29 and umbilicals 50, 51.
A third pattern is shown in Fig. 6. This is similar to the pattern of Fig. 4, except that the suction vessels 27, 30 follow an arcuate path generally centred about the point 52 about which the risers 26, 29 are attached to the surface vessel 20 in plan view. In practice, this will actually be the point at which the risers 26, 29 are attached to the bottom of the rigid riser bundle 23 as shown in Fig. 2 as the rigid riser bundle 23 will be directly beneath the point 52 or slightly behind it owing to the drag on the bundle 23.
When the suction vehicles 27, 30 reach the far end of the lane at which point they are moving in the same longitudinal direction as the surface vessel 20, the surface vessel 20 will make a small longitudinal step (of approximately 10 metres) . Ihe suction vehicles 27, 30 will then make the return journey. At the point where they are at the opposite end of their lanes, such that they are travelling perpendicular to the direction of movement of the surface vessel 20, the surface vessel 20 again makes a small longitudinal step while the suction vehicles turn as shown -14 -in Fig. 1A to move onto the next path. As depicted in Fig. 6, the vehicles are shown reversing at one end of the lane when they are furthest apart and turning at the end of the path when they are closest to one another. It is equally possible to carry out this pattern with the vessels turning at both ends or even reversing at both ends. The arcuate lanes shown in Fig. could also be achieved in a similar manner to Fig. 5, such that each suction vessel 27, 30 effectively follows a semi-circular path on both sides of the surface vessel 20. Again, this is a trade-off between the reduced number of turns and the enhanced control required to avoid collision.

Claims (1)

  1. <claim-text>-15 - CLAIMS: - 1. A method of recovering a deposit from the sea bed using a surface vessel and first and second suction vehicles which traverse the sea bed to suck up the deposit and are each connected to the surface vessel by a respective flexible riser along which a slurry of the deposit is transferred from the suction vehicles to the surface vessel, the method comprising: moving the first and second suction vehicles to and fro across the sea bed in a plurality of lanes such that they travel substantially further than the surface vessel, turning or reversing each vehicle at the end of each lane in a manner such that the lanes are adjacent to one another to mine the deposit substantially without gaps between adjacent lanes.</claim-text> <claim-text>2. A method of claim 1, further comprising moving the first suction vehicle across a first grid, with the grid being covered by the vehicle moving in a first lane in a longitudinal direction from a first end of the grid to a second end, making a small lateral displacement before returning longitudinally to the first end along a lane adjacent to the first lane, and repeatedly moving in this way between the two ends, each time along a lane laterally adjacent to the previous lane until the first grid is completed; simultaneously moving the second suction vehicle in the same manner in a second grid laterally adjacent to the first grid, such that the lateral spacing between the first and second suction vehicles remains substantially constant throughout; and -16 -once the first and second grids are completed, moving the first and second suction vehicles to third and fourth grids longitudinally adjacent to the first and second grids respectively and covering these in the same manner as the first and second grids.</claim-text> <claim-text>3. A method according to claim 2, further comprising moving the surface vessel in a lateral direction while the suction vehicles are moving in the first and second grids, and moving the surface vessel in a longitudinal direction as the suction vehicles move to the third and fourth grids.</claim-text> <claim-text>4. A method according to any one of the preceding claims, wherein the small lateral displacement in the first and second grids takes place in the opposite lateral direction from the respective third and fourth grids.</claim-text> <claim-text>5. A method according to claim 1, further comprising moving the surface vessel in a longitudinal direction and moving the first and second suction vehicles in a lateral direction.</claim-text> <claim-text>6. A method according to claim 5, further comprising moving each of the suction vehicles one on each side of the surface vessel.</claim-text> <claim-text>7. A method according to claim 5, further comprising moving each of the suction vehicles on both sides of the surface vessel.</claim-text> <claim-text>8. A method according to claim 1, further comprising the steps of moving the first and second suction vehicles in an -17 -arcuate path substantially centred on the point where the respective flexible riser attaches to the surface vessel.</claim-text> <claim-text>9. A method according to claim 1 or claim 5, further comprising moving each of the suction vehicles one on each side of the surface vessel.</claim-text> <claim-text>10. A method according to claim 8, further comprising moving each of the suction vehicles on both sides of the surface vessel.</claim-text> <claim-text>11. A method according to any one of the preceding claims, further comprising turning each suction vehicle through substantially l8O' when it reaches the end of lane.</claim-text> <claim-text>12. A method according to any preceding claim, wherein each of the suction vehicles has a mouth at each end and the method further comprises reversing each such vessel when it reaches the end of the lane.</claim-text>
GB1116982.8A 2011-10-03 2011-10-03 A method of recovering a deposit from the sea bed Expired - Fee Related GB2495286B (en)

Priority Applications (13)

Application Number Priority Date Filing Date Title
GB1116982.8A GB2495286B (en) 2011-10-03 2011-10-03 A method of recovering a deposit from the sea bed
UAA201404682A UA109502C2 (en) 2011-10-03 2012-02-10 METHOD OF REMOVING SEA DISPOSAL
CA2850563A CA2850563A1 (en) 2011-10-03 2012-10-02 A method of recovering a deposit from the sea bed
KR1020147010675A KR20140077181A (en) 2011-10-03 2012-10-02 A method of recovering a deposit from the sea bed
JP2014532282A JP2014528524A (en) 2011-10-03 2012-10-02 How to collect sediment from the seabed
US14/347,158 US20140230287A1 (en) 2011-10-03 2012-10-02 Method of recovering a deposit from the sea bed
GEAP201213458A GEP201606539B (en) 2011-10-03 2012-10-02 Method of recovering deposit from sea bed
PCT/EP2012/004127 WO2013050137A2 (en) 2011-10-03 2012-10-02 A method of recovering a deposit from the sea bed
MX2014004013A MX2014004013A (en) 2011-10-03 2012-10-02 A method of recovering a deposit from the sea bed.
EA201490731A EA201490731A1 (en) 2011-10-03 2012-10-02 METHOD FOR EXTRACTING FROM SEA BOTTOM
CN201280048700.7A CN103917747A (en) 2011-10-03 2012-10-02 A method of recovering a deposit from the sea bed
EP12774931.5A EP2751389A2 (en) 2011-10-03 2012-10-02 A method of recovering a deposit from the sea bed
HK13111378.4A HK1183921A1 (en) 2011-10-03 2013-10-09 A method of recovering a deposit from the sea bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1116982.8A GB2495286B (en) 2011-10-03 2011-10-03 A method of recovering a deposit from the sea bed

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GB201116982D0 GB201116982D0 (en) 2011-11-16
GB2495286A true GB2495286A (en) 2013-04-10
GB2495286B GB2495286B (en) 2015-11-04

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GB1116982.8A Expired - Fee Related GB2495286B (en) 2011-10-03 2011-10-03 A method of recovering a deposit from the sea bed

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US (1) US20140230287A1 (en)
EP (1) EP2751389A2 (en)
JP (1) JP2014528524A (en)
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EA201490731A1 (en) 2014-08-29
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WO2013050137A8 (en) 2014-05-22
EP2751389A2 (en) 2014-07-09
MX2014004013A (en) 2014-05-21
CN103917747A (en) 2014-07-09
UA109502C2 (en) 2015-08-25
CA2850563A1 (en) 2013-04-11
HK1183921A1 (en) 2014-01-10
WO2013050137A3 (en) 2014-04-03
GB201116982D0 (en) 2011-11-16
JP2014528524A (en) 2014-10-27
US20140230287A1 (en) 2014-08-21
KR20140077181A (en) 2014-06-23

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