NL2031836B1 - Dynamic positioning system for a vessel, pile gripper positioning system, monopile installation vessel, and corresponding methods - Google Patents
Dynamic positioning system for a vessel, pile gripper positioning system, monopile installation vessel, and corresponding methods Download PDFInfo
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- NL2031836B1 NL2031836B1 NL2031836A NL2031836A NL2031836B1 NL 2031836 B1 NL2031836 B1 NL 2031836B1 NL 2031836 A NL2031836 A NL 2031836A NL 2031836 A NL2031836 A NL 2031836A NL 2031836 B1 NL2031836 B1 NL 2031836B1
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- Prior art keywords
- vessel
- monopile
- positioning system
- pile
- signal
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- 238000000034 method Methods 0.000 title claims description 18
- 238000009434 installation Methods 0.000 title description 12
- 230000008878 coupling Effects 0.000 claims 4
- 238000010168 coupling process Methods 0.000 claims 4
- 238000005859 coupling reaction Methods 0.000 claims 4
- 238000005259 measurement Methods 0.000 abstract description 37
- 230000035515 penetration Effects 0.000 description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 230000001419 dependent effect Effects 0.000 description 6
- 239000000725 suspension Substances 0.000 description 6
- 230000005484 gravity Effects 0.000 description 3
- 238000011900 installation process Methods 0.000 description 2
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63H—MARINE PROPULSION OR STEERING
- B63H25/00—Steering; Slowing-down otherwise than by use of propulsive elements; Dynamic anchoring, i.e. positioning vessels by means of main or auxiliary propulsive elements
- B63H25/42—Steering or dynamic anchoring by propulsive elements; Steering or dynamic anchoring by propellers used therefor only; Steering or dynamic anchoring by rudders carrying propellers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B27/00—Arrangement of ship-based loading or unloading equipment for cargo or passengers
- B63B27/19—Other loading or unloading equipment involving an intermittent action, not provided in groups B63B27/04 - B63B27/18
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
- B66C13/18—Control systems or devices
- B66C13/46—Position indicators for suspended loads or for crane elements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
- B66C13/18—Control systems or devices
- B66C13/48—Automatic control of crane drives for producing a single or repeated working cycle; Programme control
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/185—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use erecting wind turbines
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/36—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes mounted on road or rail vehicles; Manually-movable jib-cranes for use in workshops; Floating cranes
- B66C23/52—Floating cranes
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Automation & Control Theory (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention relates to a dynamic positioning system for a vessel, wherein the vessel comprises a lifting crane for lifting a monopile and a pile gripper for engaging with a monopile, said lifting crane and pile gripper being configured to cooperate in lowering the monopile into a sea, wherein the dynamic positioning system comprises: - an actuator system for applying forces to the vessel to position the vessel, - a measurement system for measuring a position of the vessel, - a dynamic positioning control unit for driving the actuator system in dependency of a desired position and an actual position ofthe vessel as measured by the measurement system, wherein the dynamic positioning control unit is configured to receive a signal representative for a force exerted by the pile gripper to the vessel, and wherein the dynamic positioning control unit is configured to use a portion of said signal as a feedforward signal to drive the actuator system.
Description
Dynamic positioning system for a vessel, pile gripper positioning system, monopile installation vessel, and corresponding methods
The invention relates to the installation of monopiles as part of the installation process of wind turbines. In a known method for installing an offshore wind turbine, the foundation, in the form of a monopile, is installed first by driving the monopile into the sea bottom after which the wind turbine is installed on the monopile, either by installing the wind turbine at once as a whole or by assembling the wind turbine in parts on the monopile.
There is a trend towards larger wind turbines and a desire to install offshore wind turbines at locations with larger water depths than currently encountered. Both result in larger and heavier foundations. Hence, it is expected that soon monopiles need to be installed that are larger than 100 meters, possibly 120 meters or larger. The weight of such monopiles may be larger than 1000mt, possibly 1300mt or above.
To save time during the installation process, the use of floating vessels is preferred over jack-up type vessels. Such floating vessels typically include a lifting crane to suspend the monopile from and a pile gripper to engage with the monopile, wherein the lifting crane and the pile gripper cooperate to lower the monopile into the sea using, amongst others, a pile gripper positioning system. Generally, the vessels further include a dynamic positioning system to position the vessel during the lowering of the monopile.
When the dynamic positioning system and the pile gripper positioning system function independently from each other, stability issues may arise in which the dynamic positioning system becomes unstable,
To solve these and other issues, it has been proposed in international patent publication
WO02020/145825 to interconnect control systems of different actuators of the vessel, such as for example the dynamic positioning system and the pile gripper positioning system. One of the disclosed interconnections is to use an instruction for motive action,
i.e. a signal directly or indirectly sent to an actuator by the pile gripper positioning system, to determine a force intended to be applied to the vessel, to subsequently determine a compensation action, and to control the dynamic positioning system to apply the compensation action. This is also known as feedforward control.
However, it has been found by the applicant that this type of feedforward control is insufficient to provide stability in all desired operating situations.
SUMMARY OF THE INVENTION in view of the above it is an object of the invention to improve stability of a monopile installation method using a floating vessel with dynamic positioning system and pile gripper positioning system.
According to a first aspect of the invention, there is provided a dynamic positioning system for a vessel, wherein the vessel comprises a lifting crane for lifting a monopile and a pile gripper for engaging with a monopile, said lifting crane and pile gripper being configured to cooperate in lowering the monopile into a sea, wherein the dynamic positioning system comprises: - an actuator system for applying forces to the vessel to position the vessel, - a measurement system for measuring a position of the vessel, - a dynamic positioning control unit for driving the actuator system in dependency of a desired position and an actual position of the vessel as measured by the measurement system, wherein the dynamic positioning control unit is configured to receive a signal representative for a force exerted by the pile gripper to the vessel, and wherein the dynamic positioning control unit is configured to use a portion of said signal as a feedforward signal to drive the actuator system.
The invention is based on the insight that an obvious improvement over W02020/145825 by using the actual force exerted by the pile gripper to the vessel instead of the desired force to be exerted by the pile gripper is insufficient to improve stability in all circumstances, but that by using a portion of the actual force exerted by the pile gripper as feedforward signal does improve stability.
It is noted explicitly here that the position of the vessel may alternatively or additionally refer to a position of a part of the vessel and/or an orientation of the vessel or part thereof.
It is further noted explicitly that the use of a portion of the signal representative for a force exerted by the pile gripper to the vessel means that at least a non-zero portion of the signals ignored or discarded either by multiplication with a factor smaller than 1 or by subtraction of a non-zero value.
In an embodiment, a ratio between the used portion of the signal as feedforward signal and the received full signal is between 0.4 to 0.9, preferably between 0.5 and 0.7, e.g. 0.6.
The monopile installation method may include a plurality of phases, including but not limited to: - a suspension phase, in which the monopile is suspended from the lifting crane above water level and engaged by the pile gripper, - a lowering phase, in which the monopile is suspended from the lifting crane and engaged by the pile gripper, and a lower end of the monopile is in the water, but above the seabed, - a seabed penetration phase, in which the monopile is suspended from the lifting crane and engaged by the pile gripper, and a lower end of the monopile has penetrated the seabed, - a driving phase, in which the monopile is engaged by the pile gripper and driven into the seabed using a hammer or the like.
In an embodiment, the ratio between the used portion of the signal as feedforward signal and the received full signal or the to be subtracted non-zero value is dependent on the phase of the monopile installation method.
In an embodiment, the use of only a portion of the signal representative for a force exerted by the pile gripper to the vessel, e.g. a ratio below 1 or the to be subtracted non- zero value, is applied only during the lowering phase and/or the seabed penetration phase.
In an embodiment, the ratio between the used portion of the signal as feedforward signal and the received full signal or the to be subtracted non-zero value is dependent on one or more of the following parameters: - a weight of the monopile, - a length of the monopile, - an inclination of the monopile relative to the vertical, - a length of hoisting wire between lifting crane and monopile, - an orientation of the hoisting wire between lifting crane and monopile, - a length of monopile below the pile gripper, - alength of monopile above the pile gripper, - a length of monopile between the pile gripper and sea bottom, - a ratio between a length of monopile below the pile gripper and a length of monopile above the pile gripper, - aratio between a length of monopile above the pile gripper and a length of monopile between the pile gripper and sea bottom, - a position of a center of gravity of the monopile, and - a tension in the hoisting wire between lifting crane and monopile.
In an embodiment, the ratio between the used portion of the signal as feedforward signal and the received full signal is dependent on a length of the monopile below the pile gripper or a length of the monopile between the pile gripper and sea bottom, and on a length of the monopile above the pile gripper. In an embodiment, this dependency may only apply during the seabed penetration phase.
In an embodiment, during the seabed penetration phase, the dynamic positioning system is configured to determine a ratio a between the used portion of the signal as feedforward signal and the received full signal using the following equation:
a=a/{a+b) with a being the length of the monopile above the pile gripper, and b being the length of the monopile below the pile gripper or being the length of the monopile between the pile gripper and the sea bottom. 5
In an embodiment, the dynamic positioning system is configured to receive input allowing to determine parameters a and b. This input may include one or more of the following information: - a measurement signal representative for parameter a, - a measurement signal representative for parameter b, - a total length of the monopile handled, - a measurement signal representative for a (vertical) position of a hoisting hook from which the monopile is suspended, and - a(n) (average) water depth.
According to a second aspect of the invention, there is provided a pile gripper positioning system for a pile gripper that is configured to be provided on a vessel to engage with a monopile suspended by a lifting crane of the vessel, wherein the pile gripper positioning system comprises: - an actuator system for applying forces to the pile gripper to position the pile gripper relative to the vessel, - a measurement system for determining a position of the monopile in the pile gripper, - a pile gripper control unit for driving the actuator system in dependency of a desired position and an actual position of the monopile as measured by the measurement system, wherein the measurement system is further configured to determine a force exerted by the pile gripper to the vessel, and wherein the pile gripper control unit is configured to output a signal that is representative for a portion of the force exerted by the pile gripper to the vessel as measured by the measurement system.
It is noted explicitly here that the position of the pile gripper may alternatively or additionally refer to a position of a part of the pile gripper and/or an orientation of the pile gripper or part thereof. Further, the position of the monopile in the pile gripper may alternatively or additionally refer to a position of a part of the monopile and/or an orientation of the monopile or a part thereof. it is further noted explicitly that outputting a portion of the signal representative for a force exerted by the pile gripper to the vessel means that at least a non-zero portion of said signal is ignored or discarded either by multiplication with a factor smaller than 1 or by subtraction of a non-zero value.
In an embodiment, a ratio between the outputted signal and a signal representative for the force exerted by the pile gripper to the vessel as measured by the measurement system is between 0.4 to 0.9, preferably between 0.5 and 0.7, e.g. 0.6.
In an embodiment, the ratio between the outputted signal and a signal representative for the force exerted by the pile gripper to the vessel as measured by the measurement system or the to be subtracted non-zero value is dependent on the phase of the monopile installation method as described above for the first aspect of the invention.
In an embodiment, outputting only a portion of a signal representative for the force exerted by the pile gripper to the vessel as measured by the measurement system, e.g. a ratio below 1 or the to be subtracted non-zero value, is applied only during the lowering phase and/or the seabed penetration phase.
In an embodiment, the ratio between the outputted signal and a signal representative for the force exerted by the pile gripper to the vessel as measured by the measurement system or the to be subtracted non-zero value is dependent on one or more of the following parameters: - a weight of the monopile, - alength of the monopile, - an inclination of the monopile relative to the vertical,
- a length of hoisting wire between lifting crane and monopile, - an orientation of the hoisting wire between lifting crane and monopile, - a length of monopile below the pile gripper, - alength of monopile above the pile gripper, - a length of monopile between the pile gripper and sea bottom, - aratio between a length of monopile below the pile gripper and the length of monopile above the pile gripper, - aratio between a length of monopile above the pile gripper and a length of monopile between the pile gripper and sea bottom, - a position of a center of gravity of the monopile, and - a tension in the hoisting wire between lifting crane and monopile.
In an embodiment, the ratio between the outputted signal and a signal representative for the force exerted by the pile gripper to the vessel as measured by the measurement system or the to be subtracted non-zero value is dependent on a length of the monopile below the pile gripper or a length of the monopile between the pile gripper and sea bottom, and on a length of the monopile above the pile gripper. In an embodiment, this dependency may only apply during the seabed penetration phase.
In an embodiment, during the seabed penetration phase, the dynamic positioning system is configured to determine a ratio a between the outputted signal and a signal representative for the force exerted by the pile gripper to the vessel as measured by the measurement system using the following equation: a=a/{a+b) with a being the length of the monopile above the pile gripper, and b being the length of the monopile below the pile gripper or being the length of the monopile between the pile gripper and the sea bottom.
In an embodiment, the dynamic positioning system is configured to receive input allowing to determine parameters a and b. This input may include one or more of the following information: - a measurement signal representative for parameter a,
- a measurement signal representative for parameter b, - a total length of the monopile handled, - a measurement signal representative for a (vertical) position of a hoisting hook from which the monopile is suspended, and - a(n) (average) water depth.
According to a third aspect of the invention, there is provided a vessel to install monopiles, comprising: - ahull, - a lifting crane provided on said hull for suspending a monopile therefrom, - a pile gripper for engaging a monopile, - a dynamic positioning system for positioning the vessel, - a pile gripper positioning system for positioning a monopile with the pile gripper, wherein the pile gripper positioning system is configured to determine a force exerted by the pile gripper to the vessel, wherein the vessel is configured to use a portion of the determined force as feedforward signal to the dynamic positioning system to position the vessel.
It is noted explicitly here that the position of the vessel may alternatively or additionally refer to a position of a part of the vessel and/or an orientation of the vessel or part thereof. Further, the position of the monopile may alternatively or additionally refer to a position of a part of the monopile and/or an orientation of the monopile or part thereof.
In an embodiment, the pile gripper positioning system is configured to provide a signal to the dynamic positioning system that is representative for the force exerted by the pile gripper to the vessel, and the dynamic positioning system is a dynamic positioning system according to a first aspect of the invention.
In an embodiment, the pile gripper positioning system is a pile gripper positioning system according to the second aspect of the invention, and the pile gripper positioning system provides a signal to the dynamic positioning system that is representative for a portion of the force exerted by the pile gripper to the vessel as determined by the pile gripper positioning system.
In an embodiment, the vessel comprises an overall control unit, wherein the pile gripper positioning system is configured to provide a signal to an overall control unit that is representative for the force exerted by the pile gripper to the vessel, and wherein the overall control unit is configured to use a portion of the signal received from the pile gripper positioning system to determine a feedforward signal to be provided to the dynamic positioning system by the overall control unit. it is noted explicitly that the use of a portion of the signal representative for a force exerted by the pile gripper to the vessel means that the overall control unit is configured to ignore or discard at least a non-zero portion of the signal either by multiplication with a factor smaller than 1 or by subtraction of a non-zero value,
According to a fourth aspect of the invention, there is provided a method to install monopiles, wherein use is made of a vessel comprising a dynamic positioning system to position the vessel, a lifting crane to suspend monopiles therefrom, and a pile gripper to engage with the monopile during lowering thereof, and wherein the method comprises the following steps: a. lowering a monopile towards or into a seabed while engaging the monopile with the pile gripper, b. determining a force exerted by the pile gripper to the vessel during lowering, and
Cc. using a portion of said determined force as feedforward signal to the dynamic positioning system to position the vessel.
In an embodiment, the method is carried out when the monopile is suspended by the lifting crane. itis explicitly mentioned here that embodiments and/or features described in relation to one aspect of the invention may readily be applied in other aspects of the invention where appropriate.
The invention will now be described in a non-limiting way by reference to the accompanying drawings in which like parts are indicated by like reference symbols, and in which:
Fig. 1 schematically depicts a vessel according to an embodiment of the invention,
Fig. 2 schematically depicts a portion of the vessel of Fig. 1 during upending of a monopile,
Fig.3 schematically depicts a control scheme of a vessel according to an embodiment of the invention,
Fig. 4 schematically depicts a control scheme of a vessel according to another embodiment of the invention,
Fig. 5 schematically depicts a control scheme of a vessel according to a further embodiment of the invention, and
Fig. 6 schematically depicts a monopile during a seabed penetration phase of a monopile installation method.
Figs. 1 and 2 schematically depict a vessel 200 according to an embodiment of the invention. The vessel 200 comprises a deck 201. The deck 201 provides sufficient space to store, in this case, five monopiles 202 in a horizontal orientation. The monopiles 202 are stored such that their longitudinal axes are parallel to a longitudinal axis of the vessel 200.
In this embodiment, the vessel 200 is a monohull vessel, but alternatively, the vessel could be a semi-submersible.
At a stern of the vessel 200 is provided a lifting crane 203. The lifting crane 203 is arranged in a center of the deck 201 seen in transverse direction of the vessel 200 to be aligned with a center of gravity of the vessel 200. On one side of lifting crane a pile gripper 1 is arranged, and on an opposite side of the lifting crane 203, a pile driving mechanism 205, alternatively referred to as a pile hammer, is arranged at a corresponding storage location.
When the vessel 200 has sailed to an offshore installation site where a monopile 202 needs to be installed into the sea bottom, a monopile 202 is positioned in a pile holder 50 of the pile gripper 1. The pile holder 50 is in this embodiment pivotable between a vertical orientation, in which it can receive a monopile in a horizontal orientation, and a horizontal orientation as shown in Fig. 1, in which it is able to guide the lowering of the monopile into the sea towards or into the sea bottom. In this embodiment, the monopile is positioned in the pile holder 50 of the pile gripper 1 while the pile holder 50 is in the vertical position.
Arms 57, 58 of the pile holder 50 are moveable between an open position to allow a monopile 202 to pass the arms 57, 58, and thus to receive the monopile, and a closed position in which the pile holder 50 (and thus the pile gripper 1) engages with the monopile 202 to limit movement in a direction perpendicular to a longitudinal axis of the monopile 202.
The pile holder 50 may be provided with a pile support 77 configured to engage with a lower end of the monopile 202. The monopile 202 can be brought into engagement by first bringing the pile support 77 into a desired position and subsequently translating the monopile along its longitudinal axis until the lower end of the monopile engages with the pile support 77. The pile support 77 is used to limit movement of the monopile 202 in a direction parallel to the longitudinal axis of the monopile 202, which is advantageous during upending of the monopile 202.
An upper end of the monopile 202 is then lifted using the lifting crane 203 with the lower side of the monopile 202 in the pile holder 50 thereby rotating the monopile 202 from a horizontal orientation to a vertical orientation. Fig. 2 shows the monopile in an intermediate oblique orientation between the horizontal orientation and the vertical orientation.
After rotating, the pile holder 50 is in the horizontal position, which may alternatively be referred to as lowering position, and the monopile 202 is located outside the contour of the vessel 202, i.e. overboard, seen from above to be lowered into the water as can be seen in Fig. 1.
Before lowering the monopile 202 into the water, the lower end of the monopile 202 needs to be disengaged from the pile support 77. The monopile 202 is in that case lifted first using the lifting crane 203 after which the pile support 77 can be moved out of the way. The monopile 202 can then be lowered into the water.
During the above operations, the vessel 200 is in floating condition, and the pile holder 50 is compensated for wave-induced motion of the vessel 200 to maintain a predetermined
X-Y location independent of the wave-induced motion of the vessel 200 by operating a pile gripper positioning system of the pile gripper 1 in wave-induced motion compensation mode, which will be explained below in more detail by reference to the
Figs. 3-6.
To allow the pile gripper 1 to maintain a predetermined X-Y location, the vessel 200 must maintain its position within the working boundaries of the pile gripper 1. The vessel 200 is therefore provided with a dynamic positioning system to position the vessel 200, including maintaining or adjusting a position or orientation of the vessel 200. The dynamic positioning system includes an actuator system including for instance a multitude of thrusting modules 220 for applying forces to the vessel 200, preferably allowing to at least translate the vessel 200 in a horizontal X-Y plane and to rotate the vessel 200 about a Z-axis.
When the monopile 202 is lowered into the water and suspended from the lifting crane 203, the lifting crane 203 may be operated in wave-induced motion compensation mode so that the monopile 202 is compensated for wave-induced motion of the vessel 200 to maintain a predetermined Z location independent of the wave=induced motion of the vessel 200. This may also be referred to as heave compensation.
To lift the upper end of the monopile 202 to rotate the monopile 202 from a horizontal orientation to a vertical orientation, the lifting crane 203 may be provided with a pile clamping device 210 comprising a clamping part 211 to clamp the upper end of the monopile 202 and a connecting part 212 allowing to connect the pile clamping device to a load connector 213 of the lifting crane 203. The connecting part 212 is able to rotate freely relative to the clamping part 211 during lifting of the upper end, i.e. during rotating of the monopile 202.
Fig. 3 schematically depicts a control scheme of a vessel 200 according to an embodiment of the invention. The control scheme of Fig. 3 may be used to control the vessel 200 of
Fig. 1.
Fig. 3 schematically depicts the vessel 200 and a dynamic positioning system 100 to position the vessel 200, and a pile gripper 1 with a pile gripper positioning system 150 to position a monopile with the pile gripper 1. Although the pile gripper 1 is shown as being part of the pile gripper positioning system 150, it is explicitly mentioned here that the pile gripper 1 is not part of the pile gripper positioning system 150. The pile gripper 1 includes the constructive elements, the pile gripper positioning system 150 includes all other components configured to position the constructive elements of the pile gripper 1.
The dynamic positioning system 100 includes an actuator system 220 for applying forces
F: to the vessel 200 to position the vessel 200. The dynamic positioning system 100 further includes a measurement system 105 to measure a position of the vessel 200, and a dynamic positioning control unit 110 for driving the actuator system 220 in dependency of a desired position 111 and an actual position 112 as measured by the measurement system 105.
The pile gripper positioning system 150 comprises an actuator system 170 for applying forces F2 to the pile gripper 1 to position the pile gripper 1 relative to the vessel 200. The pile gripper positioning system 150 further comprises a measurement system 155 for determining a position of the monopile in the pile gripper 1, and a pile gripper control unit 160 for driving the actuator system 170 in dependency of a desired position 161 and an actual position 162 of the monopile as measured by the measurement system 155.
The measurement system 155 is further configured to determine a force F3 exerted by the pile gripper 1 to the vessel 200. The pile gripper positioning system 150 is further configured to output a signal representative for the measured force F3 and provide the signal to the dynamic positioning system 100.
The dynamic positioning system 100 is configured to only use a portion of the signal provided by the pile gripper positioning system 150 as a feedforward signal to the dynamic positioning control unit 110, in this embodiment by applying a factor a to the received signal, which factor a<1. Alternatively, a non-zero value can be subtracted from the received signal.
Fig. 4 schematically depicts a control scheme of a vessel 200 according to another embodiment of the invention. The control scheme of Fig. 4 may be used to control the vessel 200 of Fig. 1.
Fig. 4 schematically depicts the vessel 200 and a dynamic positioning system 100 to position the vessel 200, and a pile gripper 1 with a pile gripper positioning system 150 to position a monopile with the pile gripper 1. Although the pile gripper 1 is shown as being part of the pile gripper positioning system 150, it is explicitly mentioned here that the pile gripper 1 is not part of the pile gripper positioning system 150. The pile gripper 1 includes the constructive elements, the pile gripper positioning system 150 includes all other components configured to position the constructive elements of the pile gripper 1.
The dynamic positioning system 100 includes an actuator system 220 for applying forces
F1 to the vessel 200 to position the vessel 200. The dynamic positioning system 100 further includes a measurement system 105 to measure a position of the vessel 200, and a dynamic positioning control unit 110 for driving the actuator system 220 in dependency of a desired position 111 and an actual position 112 as measured by the measurement system 105.
The pile gripper positioning system 150 comprises an actuator system 170 for applying forces F: to the pile gripper 1 to position the pile gripper 1 relative to the vessel 200. The pile gripper positioning system 150 further comprises a measurement system 155 for determining a position of the monopile in the pile gripper 1, and a pile gripper control unit 160 for driving the actuator system 170 in dependency of a desired position 161 and an actual position 162 of the monopile as measured by the measurement system 155,
The measurement system 155 is further configured to determine a force F3 exerted by the pile gripper 1 to the vessel 200. The pile gripper positioning system 150 is further configured to output a signal representative for a portion of the measured force F3, in this embodiment by applying a factor a to the measured signal, which factor a<1, and provide this reduced signal to the dynamic positioning system 100. Alternatively, a non- zero value can be subtracted from the measured signal to obtain a reduced signal.
The dynamic positioning system 100 is configured to use the reduced signal provided by the pile gripper positioning system 150 as a feedforward signal to the dynamic positioning control unit 110.
Fig. 5 schematically depicts a control scheme of a vessel 200 according to a further embodiment of the invention. The control scheme of Fig. 5 may be used to control the vessel 200 of Fig. 1.
Fig. 5 schematically depicts the vessel 200 and a dynamic positioning system 100 to position the vessel 200, and a pile gripper 1 with a pile gripper positioning system 150 to position a monopile with the pile gripper 1. Although the pile gripper 1 is shown as being part of the pile gripper positioning system 150, it is explicitly mentioned here that the pile gripper 1 is not part of the pile gripper positioning system 150. The pile gripper 1 includes the constructive elements, the pile gripper positioning system 150 includes all other components configured to position the constructive elements of the pile gripper 1.
The dynamic positioning system 100 includes an actuator system 220 for applying forces
F1 to the vessel 200 to position the vessel 200. The dynamic positioning system 100 further includes a measurement system 105 to measure a position of the vessel 200, and a dynamic positioning control unit 110 for driving the actuator system 220 in dependency of input signal 111 and an actual position 112 as measured by the measurement system 105.
The pile gripper positioning system 150 comprises an actuator system 170 for applying forces F2 to the pile gripper 1 to position the pile gripper 1 relative to the vessel 200. The pile gripper positioning system 150 further comprises a measurement system 155 for determining a position of the monopile in the pile gripper 1, and a pile gripper control unit 160 for driving the actuator system 170 in dependency of an input signal 161 and an actual position 162 of the monopile as measured by the measurement system 155.
The input signals 111 and 161 are provided to the dynamic positioning control unit 110 and the pile gripper control unit 160, respectively, by an overall control unit 180. The overall control unit 180 is configured to receive one or more inputs and in dependency of these one or more inputs output the signals 111 and 161 allowing to use information from different systems in driving of the dynamic positioning system 100 and the pile gripper positioning system 150. Two examples of the one or more inputs to the overall control unit 180 are given, namely, a user input 181 and a measurement signal from the measurement system 155.
The measurement system 155 is further configured to determine a force F3 exerted by the pile gripper 1 to the vessel 200. The signal provided to the overall control unit is thus representative of the force F3. The overall control unit only uses a portion of this signal, determines a corresponding drive signal in unit 190, possibly combines the drive signal with other signals to determine input signal 111 to be provided to the dynamic positioning control unit 110. In this way, a portion of the force F3 can be used as a feedforward signal to drive the dynamic position system 100. Alternatively, the drive signal used as feedforward signal is provided as a separate input from the overall control unit 180 to the dynamic positioning control unit 110 next to the input signal 111. This may make it easier to use the separate inputs differently.
To only use a portion of the determined force F3, a factor a is applied to the by the overall control unit received signal, which factor a<1. Alternatively, a non-zero value can be subtracted from the received signal.
By reference to the Figs. 1-5, a portion of a monopile installation method has already been described. In more detail, a monopile installation method may include a plurality of phases, including but not limited to: - a suspension phase, in which the monopile is suspended from a lifting crane above water level and engaged by the pile gripper as for instance shown in Fig, 2 after completely rotating to the vertical orientation of the monopile, - a lowering phase, in which the monopile is suspended from the lifting crane and engaged by the pile gripper, and a lower end of the monopile is in the water, but above the seabed, alternatively referred to as sea bottom throughout this specification, - a seabed penetration phase, in which the monopile is suspended from the lifting crane and engaged by the pile gripper, and a lower end of the monopile has penetrated the seabed, and - a driving phase, in which the monopile is engaged by the pile gripper and driven into the seabed using a hammer or the like.
Fig. 6 schematically depicts a monopile 202 during a seabed penetration phase of a monopile installation method. The monopile 202 is suspended from a lifting crane using a pile clamping device 210 comprising a clamping part 211 to clamp an upper end of the monopile 202 and a connecting part 212 allowing to connect the pile clamping device 210 to a load connector of the lifting crane. The connecting part 212 is able to rotate freely relative to the clamping part 211 about a rotation axis 251 thereby providing a suspension point. Alternatively, the clamping device 210 may only include a clamping part 211 that is configured to be connected directly to the load connector of the lifting crane thereby providing a suspension point 251 that allows some rotation of the clamping part
211 relative to the load connector. The connecting part 212 may then be the hoisting cable and load connector referred to using reference symbol 250 to clearly distinguish the two alternative suspension types.
During the seabed penetration phase, a lower end of the monopile 202 has penetrated a seabed SB, and the monopile 202 is engaged by a pile gripper for applying a force Fc to the monopile using a pile gripper positioning system as for instance described above.
Different parameters can be defined: a for a length of monopile above the pile gripper, a’ for a distance between pile gripper and suspension point, b for a length of monopile below the pile gripper, and b’ for a length of monopile between pile gripper and seabed.
The ratios o described above in relation to the Figs. 3-5 may be determined during the seabed penetration phase using the following equation: a=a/{a+b)
In an embodiment, a may be replaced by a’ and/or b may be replaced by b’. When a (or 2’) is between b (or b’) and 1.5 times b {or b’) during the seabed penetration phase, a will be in between 0.5 and 0.6.
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Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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WO2011083021A2 (en) * | 2010-01-07 | 2011-07-14 | Vestas Wind Systems A/S | Method of erecting a floating off-shore wind turbine and a floating off-shore wind turbine |
WO2020145825A1 (en) | 2019-01-10 | 2020-07-16 | Baggermaatschappij Boskalis B.V. | Supervisory control arrangement for a vessel |
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Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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WO2011083021A2 (en) * | 2010-01-07 | 2011-07-14 | Vestas Wind Systems A/S | Method of erecting a floating off-shore wind turbine and a floating off-shore wind turbine |
WO2020145825A1 (en) | 2019-01-10 | 2020-07-16 | Baggermaatschappij Boskalis B.V. | Supervisory control arrangement for a vessel |
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