CA2314360A1 - Stabilized monohull vessel - Google Patents
Stabilized monohull vessel Download PDFInfo
- Publication number
- CA2314360A1 CA2314360A1 CA002314360A CA2314360A CA2314360A1 CA 2314360 A1 CA2314360 A1 CA 2314360A1 CA 002314360 A CA002314360 A CA 002314360A CA 2314360 A CA2314360 A CA 2314360A CA 2314360 A1 CA2314360 A1 CA 2314360A1
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- Prior art keywords
- vessel
- hull
- dampening device
- stern
- essentially
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B39/00—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude
- B63B39/02—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude to decrease vessel movements by displacement of masses
- B63B39/03—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude to decrease vessel movements by displacement of masses by transferring liquids
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B35/4413—Floating drilling platforms, e.g. carrying water-oil separating devices
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B2035/4486—Floating storage vessels, other than vessels for hydrocarbon production and storage, e.g. for liquid cargo
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B39/00—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude
- B63B39/06—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude to decrease vessel movements by using foils acting on ambient water
- B63B2039/067—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude to decrease vessel movements by using foils acting on ambient water effecting motion dampening by means of fixed or movable resistance bodies, e.g. by bilge keels
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- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Vibration Prevention Devices (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
- Specific Conveyance Elements (AREA)
- Float Valves (AREA)
- Filtration Of Liquid (AREA)
Abstract
Vessel, preferably for petroleum processing and storage, with carrying capacity mainly comprised by one single hull, with a main deck (1). The new and inventive feature is comprised by at least one, mainly horizontally shaped dampening device (1) reaching out from either side of the hull (3) under the water line, extending preferably along the entire length of the vessel. The purpose with, and the effect of the dampening device (2) is to dampen the rolling movements of the vessel, and also for pitch and heave movements. In the preferred embodiment the dampening device (2) has a plurality of vertical apertures (22) allowing limited water through flow. The dampening device (2) with the openings (22) act as a mechanical filter which to a large degree dampens the rolling, pitching and heave movements and let pass long-wave roll, pitch and heave movements, but with dampened amplitude.
Description
This application relates to a vessel, preferably for petroleum activities, with carrying capacity generally comprised by one single hull, carrying a main deck and 6 arranged for use in marine petroleum activity with treatment and storage of petroleum fluids both on the field and accosted under land.
More specifically, the application is on a large monohull vessel being applied for several different 11 processes, e.g. a so-called "FPSO"; a floating production, storage and off loading vessel, also performing processing of petroleum fluids, or a conversion plant especially for conversion of petroleum fluids to other, preferably fluid petroleum products, and not necessarily chemical processes 16 but also physical processes, e.g. cooling to LNG. The vessel is arranged for use both connected to the oil producing field via pipelines connected at a rotating turret in the vessel. The vessel also has a plane transom stern, thus it may lie with its stern to the quay.
21 In this way dead time is avoided during well work over and halted petroleum production, in that the vessel may be moved to other wells or along the quay where it may work with petroleum fluids delivered from gas storage tanks onshore. At the same time the vessel will be arranged with 26 large storage tanks 11 for petroleum fluids in order to have a buffer capacity both. if it in periods must receive more petroleum fluid than what can be processed, or if there are discontinuities in the reception petroleum fluid to be processed. The tanks 11 may be arranged with bulkheads and 31 baffle plates and a design of the free surfaces in order to work out of phase with the vessel s rolling and pitching.
Under stationary operation at sea, especially with a vessel performing continuous work in rough sea, the vessel will experience rolling, pitching and heave movements due to 36 the waves. The rolling, pitching and heave movements will normally have each their dominating or natural frequency.
Swell will also lead to slow rolling and heave even in calm sea. Periodic rotation movements as rolling and pitching are generally disadvantageous in that pressure, flow and forces 1 in all processes on board vary due to the more or leas periodic accelerations and rotations. It is also disadvantageous to the crew and their work operation that the vessel rolls and pitches. If these vessel movements are reduced in amplitude and frequency, the work on board may 6 generally be done better and more efficiently. Further the wave movements from the vessel will propagate further to pipelines connecting the vessel with wells on the seabed, and to anchoring devices. It is desirable to reduce these vessel movements to a large extent. By reducing the vessel 11 movements for such a vessel the tolerance of the vessel for bad weather is extended, so that operations which under the known art must be interrupted due to the weather, may be restarted earlier on dropping wind, and to be interrupted later on increasing wind. A vessel according to the present 16 invention will thus have a longer proportion of operation time at harsh weather conditions. An additional moment of the invention is that by reduced roll- pitch and heave movements the load due to vertical acceleration and bending of risers, coiled tubing, and load on drilling fluid pumps, 21 moorings and other equipment, is reduced to a lower level than by using vessels according to known art.
Such problems with roll, pitch and heave moments and other wave movements may be counteracted by using the present invention comprising a vessel, preferably for 26 petroleum processing and storage, which carrying capacity primarily is comprised by one single hull, with a main deck, and where the new and inventive trait is comprised by one, essentially horizontal dampening device reaching out on either side of the hull, under the water line, extending 31 preferably along the entire length of the hull.
Further inventive traits by the vessel is to be found in the subordinate claims.
A vessel according to the invention will for this purpose be very large and is arranged to carry a production 36 plant and a processing or conversion plant for petroleum fluids, i.e. gasses and liquids. Several of these processes depend on stabile and relatively predictable pressure conditions. In addition to the fact that the vessel will have reduced roll and heave, parts of the vessel's after end 1 according to the invention will have an area of reduced heave, partly at the cost of a little increase of heave for the bow because the dampening device in the preferred embodiment of the vessel increases in width sternwards along the ship s side, and in addition cooperates with a second 6 dampening device at the stern. However, the size of the vessel will do that the weakly increased heave motion of the vessel will not give a considerable disadvantage. Also there will not be performed any processing activity in the bow area because the vessel according to a preferred embodiment 11 will have its crew section in the bow towards the weather due to small amounts of gas which can leak from such a large processing device.
Another purpose with the vessel is that it shall be able to store petroleum fluids immediately after production 16 from wells on the seabed and deliver and load petroleum fluids, either directly, or in processed form further to shuttle tankers which can tie up to transfer lines astern on this vessel. The width of the vessel s stern will then function as a breakwave where shuttle tankers may be 21 situated completely or partly leeward of the vessel because the vessel in a preferred embodiment is designed to be turned with the bow towards the present weather, i.e. the combination of waves and wind.
The invention will below be described with reference to 26 figure drawings, where:
Fig. 1 describes schematically a horizontal plane view and section of the entire hull with a dampening devices according to the invention, Figs. 2 and 2b describe schematically a vertical right-to-31 left section at A-A', about astern of midship of the vessel, Fig. 3 describes schematically a vertical athwartships section by B-B' a little afore of the transom stern.
36 Fig. 4 displace a plane section of the main deck with the vessel situated with the stern alongside the quay.
Fig. 5 shows a long section along the vessel and the front of the quay with the vessel lying 1 ballasted down to a fundament on the seabed.
Fig. 6 shows a sketch of a situation with a vessel according to the invention stationary in the open sea over a petroleum fluid producing well.
6 Fig. 1 describes a schematic plane view and section of the vessel according to the invention with a waterline section of a hull 3, and the plane view showing dampening devices 2 arranged below the waterline. The hull 3 has in a preferred embodiment even width, but may in alternative 11 embodiments have other development of the width from the bow to the stern. The vessel has, afore of the midship, a rotating turret 14. The vessel's stern 32 is primarily plane and vertical, with a concave cavity 34 in the lower part of the transom stern 32 with the lower side of the cavity 16 comprised by a dampening device 2~. By the vessels stern the hull's cross section is extended by projections for extending generally in the entire height of the vessel from the bottom plate 40 and up to the main deck 1. The purpose with these projections 40 is to increase the vessel's 21 directional stability so that it will direct itself towards the weather when it is moored at sea by means of mooring devices 400, via the rotating turret 14, e.g. when the vessel via and production risers 200 is situated connected to a well at the seabed with petroleum fluids.
26 Fig. 2 and Fig. 3 show vertical cross sections of the vessel, with the wings or dampening devices 2 in the preferred embodiment arranged in level with the essentially plane bottom plate 40 of the vessel. In the hull's 3 stern there is a concave cavity 34, with bottom of the cavity 31 comprised by a second dampening device 2', which in a preferred embodiment generally is arranged in level with bottom plane 40 of the vessel. Due to that the dampening devices 2 and 2' are in level with and do not reach deeper than the vessel's bottom plane 40 the possibility exist to 36 ballast the vessel and to set it down on a foundation along the quay. Because the dampening devices 2 and 2' are preferably plate shaped and horizontal, they counteract both rolling, pitching and heave, contrary to if they should have been arranged vertically, a situation where they would not 1 be able to counteract pitching and heave to a considerable degree. The vessel's hull 3 and dampening device 2 and 2~
may be designed in steel, but it is in a preferred embodiment also possible to build considerable parts of the vessel in armed concrete. For vessels for the purposes as 6 described above, it is desirable to have a deck area which is as large as possible and plane o the main deck 1. The vessel has a large width of the main deck 1. In a preferred embodiment the main deck has an even width generally from bow area and the entire length back to the main deck's 1 end 11 entirely at the stem of the vessel. This also reduce the risk that a wave coming in from the front and being higher than the freeboard to break in over the main deck 1 astern.
The vessel's hull has a considerably narrower width of the hull 3 in the waterline than the main deck. This contributes 16 to dampen the effect of vertical movements of the sea so that the vessel does not heave as much as it would have done with a larger area inside the waterline.
The purpose with and the effect of the dampening devices 2 and 2' is to dampen the vessels roll- and pitching 21 movements by dispersing the wave forces and the water flow around the hull 3, but will also contribute to a certain dampening of heave (vertical movement). As mentioned above there will arise a "zero point area" for the vertical movement somewhere centrally on the stern part of the main 26 deck 1, at the price of a certain increased vertical acceleration in the bow part. In this area with reduced vertical accelerations the processing or conversion equipments demanding the most stabile fluid conditions may be arranged.
31 Fig. 2 shows a schematic view and vertical cross section through the vessel, with the dampening devices 2 shown in section. One or more vertical openings 22 in the dampening device 2 are arranged for permitting a limited vertical flow-through of water and thereby give a dampening 36 of the waves effect on the vessel, and at the same time to disperse the energy of the waves. In addition the vessels rotation moment of inertia around the vessels main axis is increased due to two reasons:
1: A large mass is added represented by the dampening 1 devices 2 situated thwartships of the vessels main axis and with a large separation from the main axis.
2: A certain water mass is bound over each of the dampening devices 2, which are forced to partly follow the vessel's rotation movement when the dampening device 2 is on 6 its way alternately at the starboard and the port side when the vessel rolls.
In addition to that vessel's rolling movements are dampened in amplitude and frequency due to that the rotation moment of inertia of the vessel increases, the rolling 11 movements will be hampered by the dampening devices friction against the water masses due to the water's viscosity when the water is to be forced outside the dampening devices alter edge and through the openings 22.
A standing rim 24 on the dampening device 2 will 16 contribute to reduce the overlying water masses (in relation to the dampening devices 22) possibility to flow sidewards, so that these water masses to a larger degree of forced with the rolling movement of the vessel.
Additional dampening of the vessel's rolling may be 21 achieved by arranging air filled tanks 26, shown in Fig. 2b, with opening only down toward the water, at either side of the vessel. The tanks 26 may have an alter wall 26'. Such stabilizing tanks 26 may be designed in under and in cooperation with the overhanging main deck 1 of the vessel 26 out over the hull 3 outer side, and also to stiffen up the dampening devices 2 by means of vertical plates 26" standing between the hull 3 or main deck 1 and dampening devices 2.
In an alternative embodiment it is possible to let stabilizing tanks 26 outer wall 26~ extend entirely or in 31 partial connection with the standing rim 24. When the vessel rolls the water surface will press up the air pressure or suction down the air pressure in the air column which is locked above the water surface and below the top of the tanks 26, which may be comprised by the hull's 3 upper 36 projection or the underside of the main deck 1.
Clearly the vessel must be designed so large that the vessel's width is made preferably larger than the pronounced wave length which one wishes to avoid rolling with. Such a vessel with such a dampening device 2 will namely be forced 1 to roll in phase with waves of a certain wavelength range in the order of the vessel's width.
It is also possible to design the dampening devices 2~
astern edge 21~ towards the sea so that it extends like a generally convex ark 21~ out from the vessel's stern 32, 6 arranged for rejecting vessels which would come too close to the stern 32.
In alternative embodiments, dampening device 2 and 2~
may consist of a frame with a lattice with several horizontally arranged lying plates with mutual separation or 11 a grating of similar shape.
In a preferred embodiment the vessel is not designed to have its own propulsion engines but is designed to have propulsion by means of tender vessels. It will need tender vessels during transit. In a preferred embodiment the vessel 16 has power devices 8 for emergency propulsion and dynamic positioning. The hull 3 is hydrodynamically designed to be able to lay with the bow 33 towards the weather. Such power devices may be so-called azimuth thrusters" with horizontal propeller axle arranged on a rotatable vertical stem 21 comprising a vertical axle and gears, having the propeller power working freely rotatable through 360° all around the horizon. These power devices are in a preferred embodiment arranged astern at the starboard and port side of the hull 3 extending out through the bottom plane 40 under the 26 projections 4. The projections 4 will give the vessel good directional stability with respect to the direction of the dominating weather, and reduce the need for machine power to lie in a good position towards the weather.
Fig. 4 shows a schematic plane view of the vessel 31 situated by the quay. The dampening device 2 has in a preferred embodiment several vertical openings 22 arranged to allow a limited vertical water through flow and thus imposes dampening of the waves~ effect on the vessel. These openings are designed according to actual wave- and current 36 conditions for ordinary operation. The dampening device 2 (2 ~ ) with the openings 22 (22 ~ ) will thus counteract and partially delay the flow-through of water and thus work as a fluid mechanical filter, especially on the vessel's sidewards rolling, and also vertical movement or heave, and 1 also pitching. The effect of the filter is mathematically to reduce the high frequent amplitudes of the vessel's rolling and heave.
An important prerequisite of the invention is that the vessel shall comprise a transom stern 32 arranged to lie 6 along a quay, shown in Fig. 5. Devices 340 are arranged for transport of materials in solid and fluid form, and energy, mainly between the vessel s stern and the onshore when the vessel is situated by the quay. The vessel may in this position under land receive gas from storage tanks or gas 11 pipelines onshore, convert the gas to fluid petroleum products, e.g. diesel oil, which it exports onshore in to the quay afterwards. Fig. 5 shows further that the vessel may be arranged to lie on foundations at the seabed. An alternative solution is to moor the vessel in the ordinary 16 way with bow moorings out into the sea and stern or quarter fast towards the quay.
When the vessel is moored on the field, it may be moored by means of mooring devices 400, e.g. with anchor lines between the rotating turret 14 and suction anchors in 21 the seabed, and such that the vessel receives petroleum fluids from wells on the seabed via risers 200. Together with the risers 200 there may also be arranged signal- and energy carriers for well control. Such a situation may be illustrated by Fig. 6, showing how the vessel may lie on the 26 weather and convert gas which is being received through the pipelines 200. The gas is converted by means of a gas conversion plant 220 to other petroleum fluids.
One may think of other purposes for the vessel than using it for gas converting and storage ship on an oil 31 field. However, other applications in an oil field will not be significantly different from the present invention.
The bottom 40 of the vessel is in the invention not bound to be plane or horizontal and the dampening devices 2 are not either limited to lie level with the bottom or to 36 have entirely plane shape or to lie entirely horizontal.
More specifically, the application is on a large monohull vessel being applied for several different 11 processes, e.g. a so-called "FPSO"; a floating production, storage and off loading vessel, also performing processing of petroleum fluids, or a conversion plant especially for conversion of petroleum fluids to other, preferably fluid petroleum products, and not necessarily chemical processes 16 but also physical processes, e.g. cooling to LNG. The vessel is arranged for use both connected to the oil producing field via pipelines connected at a rotating turret in the vessel. The vessel also has a plane transom stern, thus it may lie with its stern to the quay.
21 In this way dead time is avoided during well work over and halted petroleum production, in that the vessel may be moved to other wells or along the quay where it may work with petroleum fluids delivered from gas storage tanks onshore. At the same time the vessel will be arranged with 26 large storage tanks 11 for petroleum fluids in order to have a buffer capacity both. if it in periods must receive more petroleum fluid than what can be processed, or if there are discontinuities in the reception petroleum fluid to be processed. The tanks 11 may be arranged with bulkheads and 31 baffle plates and a design of the free surfaces in order to work out of phase with the vessel s rolling and pitching.
Under stationary operation at sea, especially with a vessel performing continuous work in rough sea, the vessel will experience rolling, pitching and heave movements due to 36 the waves. The rolling, pitching and heave movements will normally have each their dominating or natural frequency.
Swell will also lead to slow rolling and heave even in calm sea. Periodic rotation movements as rolling and pitching are generally disadvantageous in that pressure, flow and forces 1 in all processes on board vary due to the more or leas periodic accelerations and rotations. It is also disadvantageous to the crew and their work operation that the vessel rolls and pitches. If these vessel movements are reduced in amplitude and frequency, the work on board may 6 generally be done better and more efficiently. Further the wave movements from the vessel will propagate further to pipelines connecting the vessel with wells on the seabed, and to anchoring devices. It is desirable to reduce these vessel movements to a large extent. By reducing the vessel 11 movements for such a vessel the tolerance of the vessel for bad weather is extended, so that operations which under the known art must be interrupted due to the weather, may be restarted earlier on dropping wind, and to be interrupted later on increasing wind. A vessel according to the present 16 invention will thus have a longer proportion of operation time at harsh weather conditions. An additional moment of the invention is that by reduced roll- pitch and heave movements the load due to vertical acceleration and bending of risers, coiled tubing, and load on drilling fluid pumps, 21 moorings and other equipment, is reduced to a lower level than by using vessels according to known art.
Such problems with roll, pitch and heave moments and other wave movements may be counteracted by using the present invention comprising a vessel, preferably for 26 petroleum processing and storage, which carrying capacity primarily is comprised by one single hull, with a main deck, and where the new and inventive trait is comprised by one, essentially horizontal dampening device reaching out on either side of the hull, under the water line, extending 31 preferably along the entire length of the hull.
Further inventive traits by the vessel is to be found in the subordinate claims.
A vessel according to the invention will for this purpose be very large and is arranged to carry a production 36 plant and a processing or conversion plant for petroleum fluids, i.e. gasses and liquids. Several of these processes depend on stabile and relatively predictable pressure conditions. In addition to the fact that the vessel will have reduced roll and heave, parts of the vessel's after end 1 according to the invention will have an area of reduced heave, partly at the cost of a little increase of heave for the bow because the dampening device in the preferred embodiment of the vessel increases in width sternwards along the ship s side, and in addition cooperates with a second 6 dampening device at the stern. However, the size of the vessel will do that the weakly increased heave motion of the vessel will not give a considerable disadvantage. Also there will not be performed any processing activity in the bow area because the vessel according to a preferred embodiment 11 will have its crew section in the bow towards the weather due to small amounts of gas which can leak from such a large processing device.
Another purpose with the vessel is that it shall be able to store petroleum fluids immediately after production 16 from wells on the seabed and deliver and load petroleum fluids, either directly, or in processed form further to shuttle tankers which can tie up to transfer lines astern on this vessel. The width of the vessel s stern will then function as a breakwave where shuttle tankers may be 21 situated completely or partly leeward of the vessel because the vessel in a preferred embodiment is designed to be turned with the bow towards the present weather, i.e. the combination of waves and wind.
The invention will below be described with reference to 26 figure drawings, where:
Fig. 1 describes schematically a horizontal plane view and section of the entire hull with a dampening devices according to the invention, Figs. 2 and 2b describe schematically a vertical right-to-31 left section at A-A', about astern of midship of the vessel, Fig. 3 describes schematically a vertical athwartships section by B-B' a little afore of the transom stern.
36 Fig. 4 displace a plane section of the main deck with the vessel situated with the stern alongside the quay.
Fig. 5 shows a long section along the vessel and the front of the quay with the vessel lying 1 ballasted down to a fundament on the seabed.
Fig. 6 shows a sketch of a situation with a vessel according to the invention stationary in the open sea over a petroleum fluid producing well.
6 Fig. 1 describes a schematic plane view and section of the vessel according to the invention with a waterline section of a hull 3, and the plane view showing dampening devices 2 arranged below the waterline. The hull 3 has in a preferred embodiment even width, but may in alternative 11 embodiments have other development of the width from the bow to the stern. The vessel has, afore of the midship, a rotating turret 14. The vessel's stern 32 is primarily plane and vertical, with a concave cavity 34 in the lower part of the transom stern 32 with the lower side of the cavity 16 comprised by a dampening device 2~. By the vessels stern the hull's cross section is extended by projections for extending generally in the entire height of the vessel from the bottom plate 40 and up to the main deck 1. The purpose with these projections 40 is to increase the vessel's 21 directional stability so that it will direct itself towards the weather when it is moored at sea by means of mooring devices 400, via the rotating turret 14, e.g. when the vessel via and production risers 200 is situated connected to a well at the seabed with petroleum fluids.
26 Fig. 2 and Fig. 3 show vertical cross sections of the vessel, with the wings or dampening devices 2 in the preferred embodiment arranged in level with the essentially plane bottom plate 40 of the vessel. In the hull's 3 stern there is a concave cavity 34, with bottom of the cavity 31 comprised by a second dampening device 2', which in a preferred embodiment generally is arranged in level with bottom plane 40 of the vessel. Due to that the dampening devices 2 and 2' are in level with and do not reach deeper than the vessel's bottom plane 40 the possibility exist to 36 ballast the vessel and to set it down on a foundation along the quay. Because the dampening devices 2 and 2' are preferably plate shaped and horizontal, they counteract both rolling, pitching and heave, contrary to if they should have been arranged vertically, a situation where they would not 1 be able to counteract pitching and heave to a considerable degree. The vessel's hull 3 and dampening device 2 and 2~
may be designed in steel, but it is in a preferred embodiment also possible to build considerable parts of the vessel in armed concrete. For vessels for the purposes as 6 described above, it is desirable to have a deck area which is as large as possible and plane o the main deck 1. The vessel has a large width of the main deck 1. In a preferred embodiment the main deck has an even width generally from bow area and the entire length back to the main deck's 1 end 11 entirely at the stem of the vessel. This also reduce the risk that a wave coming in from the front and being higher than the freeboard to break in over the main deck 1 astern.
The vessel's hull has a considerably narrower width of the hull 3 in the waterline than the main deck. This contributes 16 to dampen the effect of vertical movements of the sea so that the vessel does not heave as much as it would have done with a larger area inside the waterline.
The purpose with and the effect of the dampening devices 2 and 2' is to dampen the vessels roll- and pitching 21 movements by dispersing the wave forces and the water flow around the hull 3, but will also contribute to a certain dampening of heave (vertical movement). As mentioned above there will arise a "zero point area" for the vertical movement somewhere centrally on the stern part of the main 26 deck 1, at the price of a certain increased vertical acceleration in the bow part. In this area with reduced vertical accelerations the processing or conversion equipments demanding the most stabile fluid conditions may be arranged.
31 Fig. 2 shows a schematic view and vertical cross section through the vessel, with the dampening devices 2 shown in section. One or more vertical openings 22 in the dampening device 2 are arranged for permitting a limited vertical flow-through of water and thereby give a dampening 36 of the waves effect on the vessel, and at the same time to disperse the energy of the waves. In addition the vessels rotation moment of inertia around the vessels main axis is increased due to two reasons:
1: A large mass is added represented by the dampening 1 devices 2 situated thwartships of the vessels main axis and with a large separation from the main axis.
2: A certain water mass is bound over each of the dampening devices 2, which are forced to partly follow the vessel's rotation movement when the dampening device 2 is on 6 its way alternately at the starboard and the port side when the vessel rolls.
In addition to that vessel's rolling movements are dampened in amplitude and frequency due to that the rotation moment of inertia of the vessel increases, the rolling 11 movements will be hampered by the dampening devices friction against the water masses due to the water's viscosity when the water is to be forced outside the dampening devices alter edge and through the openings 22.
A standing rim 24 on the dampening device 2 will 16 contribute to reduce the overlying water masses (in relation to the dampening devices 22) possibility to flow sidewards, so that these water masses to a larger degree of forced with the rolling movement of the vessel.
Additional dampening of the vessel's rolling may be 21 achieved by arranging air filled tanks 26, shown in Fig. 2b, with opening only down toward the water, at either side of the vessel. The tanks 26 may have an alter wall 26'. Such stabilizing tanks 26 may be designed in under and in cooperation with the overhanging main deck 1 of the vessel 26 out over the hull 3 outer side, and also to stiffen up the dampening devices 2 by means of vertical plates 26" standing between the hull 3 or main deck 1 and dampening devices 2.
In an alternative embodiment it is possible to let stabilizing tanks 26 outer wall 26~ extend entirely or in 31 partial connection with the standing rim 24. When the vessel rolls the water surface will press up the air pressure or suction down the air pressure in the air column which is locked above the water surface and below the top of the tanks 26, which may be comprised by the hull's 3 upper 36 projection or the underside of the main deck 1.
Clearly the vessel must be designed so large that the vessel's width is made preferably larger than the pronounced wave length which one wishes to avoid rolling with. Such a vessel with such a dampening device 2 will namely be forced 1 to roll in phase with waves of a certain wavelength range in the order of the vessel's width.
It is also possible to design the dampening devices 2~
astern edge 21~ towards the sea so that it extends like a generally convex ark 21~ out from the vessel's stern 32, 6 arranged for rejecting vessels which would come too close to the stern 32.
In alternative embodiments, dampening device 2 and 2~
may consist of a frame with a lattice with several horizontally arranged lying plates with mutual separation or 11 a grating of similar shape.
In a preferred embodiment the vessel is not designed to have its own propulsion engines but is designed to have propulsion by means of tender vessels. It will need tender vessels during transit. In a preferred embodiment the vessel 16 has power devices 8 for emergency propulsion and dynamic positioning. The hull 3 is hydrodynamically designed to be able to lay with the bow 33 towards the weather. Such power devices may be so-called azimuth thrusters" with horizontal propeller axle arranged on a rotatable vertical stem 21 comprising a vertical axle and gears, having the propeller power working freely rotatable through 360° all around the horizon. These power devices are in a preferred embodiment arranged astern at the starboard and port side of the hull 3 extending out through the bottom plane 40 under the 26 projections 4. The projections 4 will give the vessel good directional stability with respect to the direction of the dominating weather, and reduce the need for machine power to lie in a good position towards the weather.
Fig. 4 shows a schematic plane view of the vessel 31 situated by the quay. The dampening device 2 has in a preferred embodiment several vertical openings 22 arranged to allow a limited vertical water through flow and thus imposes dampening of the waves~ effect on the vessel. These openings are designed according to actual wave- and current 36 conditions for ordinary operation. The dampening device 2 (2 ~ ) with the openings 22 (22 ~ ) will thus counteract and partially delay the flow-through of water and thus work as a fluid mechanical filter, especially on the vessel's sidewards rolling, and also vertical movement or heave, and 1 also pitching. The effect of the filter is mathematically to reduce the high frequent amplitudes of the vessel's rolling and heave.
An important prerequisite of the invention is that the vessel shall comprise a transom stern 32 arranged to lie 6 along a quay, shown in Fig. 5. Devices 340 are arranged for transport of materials in solid and fluid form, and energy, mainly between the vessel s stern and the onshore when the vessel is situated by the quay. The vessel may in this position under land receive gas from storage tanks or gas 11 pipelines onshore, convert the gas to fluid petroleum products, e.g. diesel oil, which it exports onshore in to the quay afterwards. Fig. 5 shows further that the vessel may be arranged to lie on foundations at the seabed. An alternative solution is to moor the vessel in the ordinary 16 way with bow moorings out into the sea and stern or quarter fast towards the quay.
When the vessel is moored on the field, it may be moored by means of mooring devices 400, e.g. with anchor lines between the rotating turret 14 and suction anchors in 21 the seabed, and such that the vessel receives petroleum fluids from wells on the seabed via risers 200. Together with the risers 200 there may also be arranged signal- and energy carriers for well control. Such a situation may be illustrated by Fig. 6, showing how the vessel may lie on the 26 weather and convert gas which is being received through the pipelines 200. The gas is converted by means of a gas conversion plant 220 to other petroleum fluids.
One may think of other purposes for the vessel than using it for gas converting and storage ship on an oil 31 field. However, other applications in an oil field will not be significantly different from the present invention.
The bottom 40 of the vessel is in the invention not bound to be plane or horizontal and the dampening devices 2 are not either limited to lie level with the bottom or to 36 have entirely plane shape or to lie entirely horizontal.
Claims (10)
1. Vessel, preferably for petroleum processing and storage, with carrying capacity essentially comprised by one single hull (3), with a main deck (1), characterized by at least one, essentially horizontal plate-shaped dampening device (2) reaching out on either side of the hull (3), and situated below the water line, and extending preferably along the entire length of the vessel.
2. Vessel according to claim 1, characterized by one or more vertical openings (22) in the dampening device (2) arranged to allow a limited, mainly vertical flow of water through the dampening device (2), and thus entailing additional dampening of the vessel's movements, mainly roll, pitch and heave movements.
3. Vessel according to claim 1, characterized by the dampening device (2) being arranged with its lower side in level with the vessel's plane outer bottom surface (40).
4. Vessel according to claim 1, characterized by a progressively increased separation between the outer edge (21) of the dampening device (2) and the vessel's centre line, from the area near the bow (33) to essentially the area near the vessel's stern (32).
5. Vessel according to claim 1, characterized by at least one standing rim (24), mainly along the dampening device's (2) outer edge (21), with the rim (24) arranged to limit the freedom of horizontal flow of the water masses within the rim in the thwartships direction, and to bind the water masses to contribute to the vessel's rolling moment of inertia.
6. Vessel according to claim 1, characterized by projections or hull wings (4) on either side of the stern of the hull (3) defined as a progressive sidewards increase rearwards of the hull's (3) cross-section width in the sternmost part of the hull, comprising essentially between the distance less than the sternmost quarter part of the hull (3) and the transom stern (32), such that the cross-section width of the hull is increased essentially along all the depth of the vessel.
7. Vessel according to claim 1, characterized by an essentially horizontally extending dampening device (2') below the waterline of the hull's (3) stern (32).
8. Vessel according to claim 7, characterized in that the dampening device (2') is generally plate-shaped, preferably with its lower side in level with the vessel's plane outer bottom surface (40), and constituting the bottom of a concave vault or niche opening (34) in about the lower half of the vessels' transom stern (32), and situated essentially between the projections (4).
9. Vessel according to claim 7 or 8, characterized in that the dampening device's (2') rear edge (21') towards the sea extends parallel with, and is arranged essentially directly below the main deck's (1) sternwards end, and being in the plane of the vessel's transom stern (32).
10. Vessel according to claim 7 or 8, characterized in that the dampening device's sternwards edge (21') towards the sea extends as a mainly convex arc (21') out from the stern (32), arranged to reject vessels which would come to close to the stern (32).
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO975875 | 1997-12-12 | ||
NO975875A NO310550B1 (en) | 1997-12-12 | 1997-12-12 | Stabilization device for floating production, storage and unloading vessels |
PCT/NO1998/000375 WO1999030965A1 (en) | 1997-12-12 | 1998-12-10 | Stabilized monohull vessel |
Publications (1)
Publication Number | Publication Date |
---|---|
CA2314360A1 true CA2314360A1 (en) | 1999-06-24 |
Family
ID=19901446
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA002314360A Abandoned CA2314360A1 (en) | 1997-12-12 | 1998-12-10 | Stabilized monohull vessel |
Country Status (6)
Country | Link |
---|---|
AU (1) | AU1578999A (en) |
CA (1) | CA2314360A1 (en) |
DK (1) | DK173813B1 (en) |
GB (1) | GB2349372B (en) |
NO (1) | NO310550B1 (en) |
WO (1) | WO1999030965A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002038438A1 (en) * | 2000-11-13 | 2002-05-16 | Single Buoy Moorings Inc. | Vessel comprising transverse skirts |
JP3616778B2 (en) * | 2003-02-12 | 2005-02-02 | 紀孝 松村 | Control method of ship sway reduction device |
JP4388548B2 (en) * | 2004-02-24 | 2009-12-24 | 三菱重工業株式会社 | Offshore structure vibration reduction device |
US7458329B2 (en) | 2004-03-25 | 2008-12-02 | Exxonmobil Upstream Research Company | Hydrogyro ship stabilizer and method for stabilizing a vessel |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1001146C2 (en) * | 1953-02-23 | 1957-06-27 | Erich R F Maier | A bilge keel used as a bilge keel |
US3797440A (en) * | 1971-11-26 | 1974-03-19 | Flume Stabilization Syst | Open hull stabilizer |
GB1519979A (en) * | 1975-11-14 | 1978-08-02 | Netherlands Offshore Co Nl Mij | Floating vessel with seakeeping characteristics |
-
1997
- 1997-12-12 NO NO975875A patent/NO310550B1/en unknown
-
1998
- 1998-12-10 WO PCT/NO1998/000375 patent/WO1999030965A1/en active Application Filing
- 1998-12-10 GB GB0014569A patent/GB2349372B/en not_active Expired - Fee Related
- 1998-12-10 AU AU15789/99A patent/AU1578999A/en not_active Abandoned
- 1998-12-10 CA CA002314360A patent/CA2314360A1/en not_active Abandoned
-
2000
- 2000-05-26 DK DK200000840A patent/DK173813B1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
AU1578999A (en) | 1999-07-05 |
DK173813B1 (en) | 2001-11-12 |
GB0014569D0 (en) | 2000-08-09 |
NO975875D0 (en) | 1997-12-12 |
GB2349372A (en) | 2000-11-01 |
GB2349372B (en) | 2002-01-16 |
DK200000840A (en) | 2000-05-26 |
WO1999030965A1 (en) | 1999-06-24 |
NO310550B1 (en) | 2001-07-23 |
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Legal Events
Date | Code | Title | Description |
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EEER | Examination request | ||
FZDE | Discontinued |