This application is a U.S. National Phase application under 35 U.S.C. §371 of International Application No. PCT/EP2012/064199, filed on Jul. 19, 2012 and which claims benefit to German Patent Application No. 10 2011 052 429.0, filed on Aug. 5, 2011. The International Application was published in German on Feb. 14, 2013 as WO 2013/020788 Al under PCT Article 21(2).
The present invention relates to a device for removing sea bed having a conveying line operated according to the airlift method, or using feed pumps, which is at least partially surrounded by sea water, and by which removed sea bed can be transported in the conveying direction to the surface.
The “airlift method” is understood as the method for transporting removed sea bed. The airlift method provides a supply of compressed air into the bottom area of the conveying line. The air bubbles that rise on the inside of the conveying line create the effect of an upward flow on the inside of the drilling line that transports removed sea bed to a marine unit above the water line.
When such a conveying apparatus is employed for transporting mineral raw materials, such as, for example, manganese nodules from a water depth of approximately 5,000 m, the volume portion of the material transported inside the conveying line can constitute up to 10% of the internal volume of the conveying line. The conveying line can, for example, have an inside diameter of 40 cm.
It is regularly possible to generate a stronger upward flow if feed pumps are used. The volume fraction of the conveyed material is then greater, however, the method tends to be even more susceptible to clogging.
If the conveying operation of removed sea bed comes to a standstill (irrespective of the reason therefor), the sea bed material that is inside the conveying line sinks very quickly to the bottom because it has a considerably higher density than sea water. Assuming a water depth of 5,000 m and a volume fraction of removed sea bed of 10%, the result is a 500 m long plug clogging the line. Freeing the conveying line of the plug by regular means is then either impossible, or only possible with great difficulty. Similarly, it is no longer possible to salvage the conveying line due to the large mass of the plug, which can be as much as 1,500 to 2,000 τ in the given example. In a worst case scenario, this means that the conveying line may need to be abandoned following such an interruption of the conveying operation.
A reason for such an interruption can be, for example, a failure of a transport of flow inside of the conveying line. Such a failure can be caused by deposits of removed sea bed on the interior lining of the conveying line which gradually increase until they create a blockage of the complete internal cross-section or of the conveying line. Another conceivable reason for a blockage is an energy supply failure or a compressor failure which results in the compressed air necessary for the operation of the airlift process no longer blowing into the conveying line. If the sea bed is first pumped via solid-material pumps from a clearing vehicle to an interim station, which is also referred to as a “buffer,” and transported from there via the conveying line to the marine unit above the water line, defects on the submarine unit can also result in a failure of flow transport. Extreme environmental events having a propensity of causing an interruption in flow transport are moreover conceivable.
DE 2008384 A describes a dual pipe conveying facility that has an annular pipe line with pipes that are routed as a sink pipe from the ocean surface down to the ocean floor and as a lift pipe for the transported material back up to the ocean surface. Pressurized water preferably circulates inside this annular pipe line as a transport fluid, wherein the pressurized water is circulated by pumps. The conveyed material is fed into the annular pipe line via a pressure lock on the ocean floor. The pressure of the pressurized fluid is dimensioned such that the conveyed material fed into the annular line is raised inside the lift pipe all the way to the water surface.
An aspect of the present invention is to improve a device, as was described in the introduction above, where the clogging risk by the formation of a plug, accompanied by an interruption of operations or a failure of the transport of flow, is substantially reduced.
In an embodiment, the present invention provides a device for removing sea bed which includes a conveying line at least partially surrounded by sea water and an emergency emptying device arranged in the conveying line. The conveying line is configured to have a sea bed be removed therethrough so that a removed sea bed is transportable to a surface in a conveying direction. The emergency emptying device is configured so that the removed sea bed moving in a direction counter to the conveying direction in the conveying line is dischargeable from the conveying line into the sea water.
The present invention is described in greater detail below on the basis of embodiments and of the drawings in which:
The conveying line of the device according to the present invention comprise an emergency emptying means by which removed sea bed, which is transported counter to the conveying direction, can be discharged from the conveying line and into the sea water. This measure prevents the removed sea bed, which is present inside the conveying line at the time of the interruption or the failure of the transport flow, from forming a plug of the kind described above that becomes deposited in the line and clogs the bottom end of the conveying line.
In embodiment of the device according to the present invention, the emergency emptying means can, for example, comprise at least one emergency emptying means that can be opened and closed, and through which removed sea bed material moving against the direction of transport can be discharged into the surrounding sea water.
To further accelerate such a discharge in order to further reduce down-times and any residual clogging risk, a plurality of emergency emptying openings can, for example, be provided and, for example, disposed approximately at regular intervals over the length of the conveying line.
In an embodiment of the present invention, the openings can, for example, be spaced every 200 m to 700 m, for example, at 400 m and 500 m intervals. Assuming that the removed sea bed inside the conveying line typically sinks at 0.5 m/s following such a disruption of flow, the emergency emptying openings would have to remain open, for example, for 13 to 17 minutes to provide an almost complete evacuation of removed sea bed from the inside of the conveying line.
In an embodiment of the device according to the present invention, an emergency emptying door can, for example, be provided on each emergency emptying opening. The emergency emptying door can be displaced into the interior of the conveying line so that any removed sea bed moving counter to the conveying direction can be discharged by the action of the emergency emptying door through the emergency emptying opening and into the sea water.
A piston/cylinder apparatus that can be operated by water-hydraulic means can, for example, be provided for actuating the displacement of the emergency emptying door between the open and the closed positions. An advantage of a water-hydraulic actuation is that it is environmentally safe. If leaks occur, no hydraulic oil can escape which could damage the environment. It is moreover possible to omit a closed system for circulating hydraulic fluid altogether, because, when pressure is to be relieved, the water is simply discharged into the environment and any return by way of a separate return line into the pressure reservoir can be omitted. The water-hydraulically operated apparatus can therefore be conceived as having only a single, central hydraulic supply for the totality of all piston/cylinder devices.
To avoid having to apply a continuous pressure to the water-hydraulically actuated piston/cylinder devices during the conveying operation, the piston/cylinder devices are spring loaded so that the emergency emptying doors move to their closed positions when no water-hydraulic pressure is in effect. This means that only one pressure application to the piston/cylinder devices is necessary when the transport of flow inside the conveying line comes to a halt due to a malfunction.
In an embodiment of the present invention, the hydraulic line can, for example, be connected to a water reservoir that supplies the water-hydraulic pressure. The hydraulic line can also include a closed water tank that is filled with compressed air above the water level. It is possible to connect the tank to a compressor that maintains the internal pressure inside the tank at a preset value.
In an embodiment of the present invention, the hydraulic line connected to a water reservoir can, for example, includes a free end that is closed by a check valve. The check valve is disposed so that it opens against the pressure that is present inside the hydraulic line. Using this hydraulic line, the piston/cylinder devices are connected for the purpose of actuating them against the spring force.
In an embodiment of the present invention, a switching valve can, for example, be disposed between the water reservoir and the hydraulic line that is able to execute the following switching positions:
The present invention will be described in further detail below based on the drawings.
The embodiment of a device according to the present invention, as depicted in the drawing, comprises a conveying line 1, a section of which is shown in
Using the airlift method, an upward fluid flow is created on the interior 3 of the conveying line 1, as symbolically indicated by the arrow S.
To avoid large quantities of removed sea bed becoming impacted at the lower end of the conveying line 1 and forming a plug if the operation is interrupted due to a failure in the transport of flow, emergency emptying means 4 are provided, respectively spaced at 500 m intervals.
The functionality of these emergency emptying means 4 shall be described in further detail below in reference to
In section B, which is where the emergency emptying opening 5 is located, the conveying line 1 has an approximately oval cross-section. Below the emergency emptying opening 5, a bearing means 7 is provided on the outside of the wall 6 of the conveying line 1, where an emergency emptying door 8 of the emergency emptying means 4 is connected in an articulated manner and can be pivoted about a hinge axis T that is arranged transversely relative to the longitudinal extension L of the conveying line 1. The emergency emptying door 8 can be pivoted from a closed position, in which the emergency emptying opening 5 is completely closed and the emergency emptying door 8 is substantially flush with the wall 6 of the conveying line 1, to an open position, as depicted in
A water-hydraulically powered piston/cylinder apparatus 10 is provided for the pivot actuation between the closed and the opened positions. The piston/cylinder apparatus 10 engages via a piston rod 12 via a lever 11, which protrudes approximately perpendicularly from the surface of the emergency emptying door 8. A cylinder-side end of the piston/cylinder apparatus 10 is fastened to a bearing projection 13, again on the exterior of the wall 6.
A compression spring 15 is disposed in the annular space between the piston rod 12 and a cylinder space 14. The compression spring 15 causes the piston rod 12 to be supported in a retracted position when the emergency emptying door 8 is flush with the wall 6 so as to seal the emergency emptying opening 5 when no pressurized water is applied to the cylinder space.
In the position of the emergency emptying door 8 as depicted in
The apparatus that is provided for the water-hydraulic actuation of the piston/cylinder apparatus 10 and the emergency emptying door 8 shall be described in further detail below in reference to
In
The hydraulic line 18 is hydraulically connected to a water reservoir 20 by way of a switching valve 19. A measurement means 21 is disposed between the switching valve 19 and the water reservoir 20 which measures the amount of the flow-through and the pressure that the water is subject to within the hydraulic line 18.
The water reservoir 20 comprises a pressure tank 22. The pressure tank 22 is filled with water to a filling level 23. A freely movable piston 38 is disposed above the filling level 23, and a compressed air cushion is in effect acting upon the same, whereby the air cushion is generated with the aid of a high-pressure piston compressor 24 that is connected via a high-pressure air accumulator 25 to the pressure tank 22, which is also referred to as the “piston accumulator.” A pressure measurement instrument 26 and a pressure relief valve 27 are activated in the supply line to the pressure tank 22. The pressure line that runs between the high-pressure piston compressor and the high-pressure air accumulators is also provided with corresponding means 28.
The water reservoir 20 further comprises a fresh water tank 29 from which, via a line, which is protected with the aid of a check valve 30 against reflux, a high-pressure water pump 31 pumps pressurized water into the pressure tank 22 to achieve and/or maintain the desired filling level 23. A bypass 32 is switched between the high-pressure water pump 31 and the hydraulic line 18 that leads to the fresh water tank 29, which is connected to the line via a stop cock 33 and a pressure relief valve 34.
If a malfunction or interruption of the transport of flow is detected in the conveying line 1, triggering an emergency switch 35 that engages the switching valve 19, which is actuated manually or via suitable sensors (which are not shown in the present drawings), and which measures the transported flow inside the conveying line 1, results in the switching valve 19 being moved into the switching position III. In this switching position, the hydraulic line 18 is connected to the pressure tank 22. Due to the pressure increase, water flows into the cylinder chambers 14 of the piston/cylinder apparatuses 10 which are thereby actuated against the effect of the compression springs 15, thus causing the emergency emptying doors 8 to open. Sinking solid material particles 16 are deflected laterally through the emergency emptying openings 5 to the outside, as described above.
To close the emergency emptying openings 5, employing suitable means, the switching valve 19 is moved into switching position II. In this position, the supply line from the pressure tank 22 is closed by the hydraulic line 18. The hydraulic line 18 is open toward the environment and/or a fresh water reservoir, which can be a fresh water tank 29. Due to the retractive forces generated by the compression springs 15, the emergency emptying doors 8 are moved to the closed position with the aid of the piston rods 12. After reaching said position, the switching valve 19 is moved into the resting position I as depicted in
The hydraulic line 18 includes an end 36 that is free relative to the environment. It is closed via a check valve 37 that must be opened against the pressure that is present inside the hydraulic line 18.
The present invention is not limited to embodiments described herein; reference should be had to the appended claims.
1 Conveying line
2 Inside diameter
3 Interior
4 Emergency emptying means
5 Emergency emptying opening
6 Wall
7 Bearing means
8 Emergency emptying door
9 Edge
10 Piston/cylinder apparatus
11 Lever
12 Piston rod
13 Bearing projection
14 Cylinder chamber
15 Compression spring
16 Solid particle materials
17 Supply lines
18 Hydraulic line
19 Switching valve
20 Water reservoir
21 Measurement means
22 Pressure tank
23 Filling level
24 High-pressure piston compressor
25 High-pressure air accumulator
26 Pressure measurement instrument
27 Pressure relief valve
28 Means
29 Fresh water tank
30 Check valve
31 High-pressure water pump
32 Bypass
33 Stop cock
34 Pressure relief valve
35 Emergency switch
36 End
37 Check valve
38 Check valve
α Opening angle
B Section
F Direction of transport
L Longitudinal extension
O Sea water surface
P Arrows
S Arrow
T Hinge axis
Number | Date | Country | Kind |
---|---|---|---|
10 2011 052 429 | Aug 2011 | DE | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
---|---|---|---|---|
PCT/EP2012/064199 | 7/19/2012 | WO | 00 | 2/4/2014 |
Publishing Document | Publishing Date | Country | Kind |
---|---|---|---|
WO2013/020788 | 2/14/2013 | WO | A |
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3318327 | Himes et al. | May 1967 | A |
3945394 | Sullivan et al. | Mar 1976 | A |
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4333828 | Taylor | Jun 1982 | A |
4429622 | Taylor | Feb 1984 | A |
4555333 | Laval, Jr. | Nov 1985 | A |
4718835 | Maruyama | Jan 1988 | A |
5491913 | Hutchinson | Feb 1996 | A |
7185953 | Young | Mar 2007 | B1 |
8165722 | Yoon et al. | Apr 2012 | B2 |
Number | Date | Country |
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2 008 384 | Sep 1971 | DE |
56-134995 | Oct 1981 | JP |
60-10093 | Jan 1985 | JP |
6-54074 | Jul 1994 | JP |
Number | Date | Country | |
---|---|---|---|
20140165430 A1 | Jun 2014 | US |