CATHODIC PROTECTION FOR OFFSHORE WIND TURBINE STEEL SUPPORT STRUCTURES

Abstract

Disclosed is a support system (100) for supporting an offshore wind turbine comprising a steel support structure (180) for supporting the offshore wind turbine and a cathodic protection system (101-105) configured to protect the steel support structure from corrosion. The cathodic protection system comprising one or more galvanic anodes (101) arranged in connection with the steel support structure and a first electrical connection (102) electrically connecting the one or more galvanic anodes to the steel support structure. This allows the steel support structure to be polarized by the electrons flowing from the one or more galvanic anodes to the steel support structure. The first electrical connection is an adaptable electrical connection that can change the rate of electrons flowing from the one or more galvanic anodes to the steel support structure and thereby change the polarization of the steel support structure.

Claims

1.-16. (canceled)

17. A support system for supporting an offshore wind turbine comprising: a steel support structure for supporting the offshore wind turbine; and a cathodic protection system configured to protect the steel support structure from corrosion, the cathodic protection system comprising: one or more galvanic anodes arranged in connection with the steel support structure; and a first electrical connection electrically connecting the one or more galvanic anodes to the steel support structure, wherein the first electrical connection is an adaptable electrical connection that can change the rate of electrons flowing from the one or more galvanic anodes to the steel support structure; whereby the steel support structure can be polarized by the electrons flowing from the one or more galvanic anodes to the steel support structure, and the polarization of the steel support structure is changed with a change in the rate of electrons flowing from the one or more galvanic anodes to the steel support structure.

18. The support system of claim 17, further comprising a control unit operationally connected to the first electrical connection and configured to control the first electrical connection and thereby change the polarization of the steel support structure.

19. The support system of claim 17, wherein the first electrical connection is adaptable via a variable resistor connecting the plurality of galvanic anodes to the steel support structure.

20. The support system of claim 18, further comprising a first reference electrode arranged in connection with the steel support structure at a first position, wherein the control unit is further operationally connected to the first reference electrode and configured to control the first electrical connection in response to the electrochemical potential measured with the first reference electrode.

21. The support system of claim 20, further comprising a second reference electrode arranged in connection with the steel support structure at a second position, and wherein the control unit is further operationally connected to the second reference electrode and configured to control the first electrical connection in response to the electrochemical potential measured with both the first reference electrode and the second reference electrode.

22. The support system of claim 21, wherein the control unit is configured to estimate a first function related to a spatial distribution of the electrochemical polarization of the steel support structure based on the electrochemical potential measured with both the first reference electrode and the second reference electrode and control the first electrical connection based on the first function.

23. The support system of claim 22, wherein the control unit further has access to auxiliary data related to the spatial distribution of the electrochemical polarization, and wherein the control unit is configured to control the first electrical connection in response to the auxiliary data.

24. The support system of claim 23, wherein the auxiliary data is the state of a coating of the steel support structure.

25. The support system of claim 18, further comprising a communication unit operationally connected to the control unit.

26. The support system of claim 18, wherein the steel support structure has one or more walls surrounding a hollow interior, wherein the one or more galvanic anodes are arranged on the outside of the steel support structure, and wherein the first electrical connection comprises a first electrical cable electrically connected at a first end to the one or more galvanic anodes and extending into the hollow interior, wherein the first electrical cable is electrically isolated from the steel support structure.

27. The support system of claim 26, wherein the first electrical cable is electrically connected at a second end to the control unit.

28. A cathodic protection system for protecting a steel support structure for supporting an offshore wind turbine against corrosion, comprising: one or more galvanic anodes for being arranged in connection with the steel support structure; and a first electrical connection electrically connecting the one or more galvanic anodes to the steel support structure, wherein the first electrical connection is an adaptable electrical connection that can change the rate of electrons flowing from the one or more galvanic anodes to the steel support structure; whereby the steel support structure can be polarized by the electrons flowing from the one or more galvanic anodes to the steel support structure, and the polarization of the steel support structure is changed with a change in the rate of electrons flowing from the one or more galvanic anodes to the steel support structure.

29. The cathodic protection system of claim 28, further comprising a control unit operationally connected to the first electrical connection and configured to control the first electrical connection and thereby change the polarization of the steel support structure.

30. The cathodic protection system of claim 29, further comprising a first reference electrode arranged in connection with the steel support structure at a first position, wherein the control unit is operationally connected to the first reference electrode and configured to control the first electrical connection in response to the electrochemical potential measured with the first reference electrode.

31. The cathodic protection system of claim 30, further comprising a second reference electrode for being arranged in connection with the steel support structure at a second position, and wherein the control unit is further operationally connected to the second reference electrode and configured to control the first electrical connection in response to the electrochemical potential measured with both the first reference electrode and the second reference electrode.

32. The cathodic protection system of claim 29, wherein the steel support structure has one or more walls surrounding a hollow interior, wherein the one or more galvanic anodes are arranged on the outside of the steel support structure, and wherein the first electrical connection comprises a first electrical cable electrically connected at a first end to the one or more galvanic anodes and extending into the hollow interior, wherein the first electrical cable is electrically isolated from the steel support structure.

33. The cathodic protection system of claim 32, wherein the first electrical cable is electrically connected at a second end to the control unit.

34. The cathodic protection system of claim 28, further comprising: a control unit operationally connected to the first electrical connection and configured to control the first electrical connection and thereby change the polarization of the steel support structure; and a plurality of reference electrodes disposed at various positions of the steel support structure; wherein the control unit is operationally connected to the plurality of reference electrodes and configured to control the first electrical connection in response to the electrochemical potential measured with plurality of reference electrodes.

35. A method for protecting a steel support structure against corrosion, the steel support structure being configured to support an offshore wind turbine, the method comprising: disposing one or more galvanic anodes on the steel support structure; measuring one or more electrochemical potentials between the steel support structure and one or more reference electrodes; and adaptably changing the rate of electrons flowing from the one or more galvanic anodes to the steel support structure, thereby changing the polarization of the steel support structure.

36. The method of claim 35, further comprising estimating a first function related to a spatial distribution of the electrochemical polarization of the steel support structure based on the electrochemical potential measured with two or more reference electrodes.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0074] The above and/or additional objects, features and advantages of the present invention, will be further elucidated by the following illustrative and non-limiting detailed description of embodiments of the present invention, with reference to the appended drawings, wherein:

[0075] FIG. 1 shows a schematic drawing of an offshore wind turbine arranged on a support system 100 according to an embodiment of the present invention.

[0076] FIG. 2 shows an example of a graph of the electrochemical polarization of a steel support structure as a function of depth.

[0077] FIG. 3 shows an example of a graph of the electrochemical polarization of a steel support structure as a function of depth.

[0078] FIG. 4 shows a schematic drawing of a cathodic protection system for protecting a steel support structure for supporting an offshore wind turbine against corrosion according to an embodiment of the present invention.

[0079] FIG. 5 shows a flowchart for a method for protecting a steel support structure against corrosion according to an embodiment of the present invention.

DETAILED DESCRIPTION

[0080] In the following description reference is made to the accompanying figures which show by way of illustration how the invention may be practiced.

[0081] FIG. 1 shows a schematic drawing of an offshore wind turbine 181 arranged on a support system 100 according to an embodiment of the present invention. FIG. 1 shows a central cross-section. The support system comprises a steel support structure 180 and a cathodic protection system 101-105 configured to protect the steel support structure from corrosion. The wind turbine 181 is a horizontal-axis wind turbine. The wind turbine 181 comprises a tower 182, a nacelle 183, and a rotor hub 184 connected to three rotor blades 185. The rotor blade/rotor hub assembly is connected to a shaft 188 that drives a generator 187. The generator 187 generates electric energy that is provided to the grid via an electric cable 190. The steel support structure 180 is partly submerged in water 170 and partly embedded into the seabed 160. The steel support structure comprises a transition piece 189. The steel support structure has circular wall 121 surrounding a hollow interior 120. The electrical cable 190 may be guided using a guiding device 171 e.g. a j-tube, into a hollow interior 120 of the steel support structure 180 from the exterior water 110. The steel support structure 180 is in this embodiment a monopile structure. The cathodic protection system 101-105 comprises a plurality of galvanic anodes 101 arranged in connection with the steel support structure 180 and a first electrical connection 102 electrically connecting the plurality of galvanic anodes 101 to the steel support structure 180 whereby the steel support structure can be polarized by the electrons flowing from the plurality of galvanic anodes 101 to the steel support structure 180. The plurality of galvanic anodes 101 are arranged in an anode cage 105 that is electrically isolated from the steel support structure 180. The first electrical connection is 102 an adaptable electrical connection that can change the rate of electrons flowing from the plurality of galvanic anodes 101 to the steel support structure and thereby change the polarization of the steel support structure 180. The first electrical connection 102 may be adaptable by comprising a variable resistor connecting the plurality of galvanic anodes 101 to the steel support structure 180.

[0082] The cathodic protection system comprises further a control unit 107 operationally connected to the first electrical connection 102 and configured to control the first electrical connection 102 and thereby change the polarization of the steel support structure 108. As an example the control unit 107 may be configured to control the resistance of a variable resistor of the first electrical connection 102, whereby the polarization of the steel support structure may be changed e.g. by increasing the resistance of the variable resistor the polarization may be lowered and by decreasing the resistance of the variable resistor the polarization may be increased.

[0083] Alternatively/additionally, the control unit 107 may be configured to control an electrical switch electrically connecting the plurality of galvanic anodes 101 to the steel support structure 180 e.g. the control unit may be configured to control the electrical switch to periodically switch between an open state and a closed state, wherein the control unit may be configured to control the electrical switch to be in the closed state for a larger percentage of the time to increase the polarization and lower percentage of the time to decrease the polarization. The electrical switch may be part of a switched voltage regulator.

[0084] The cathodic protection system comprises further a first reference electrode 103 arranged in connection with the steel support structure 180 at a first position and a second reference electrode 104 arranged in connection with the steel support structure 180 at a second position, where the control unit 107 is further operationally connected to the first reference electrode 103 and the second reference electrode 104 and configured to control the first electrical connection 102 in response to the electrochemical potential measured with both the first reference electrode 103 and the second reference electrode 104. This allows the polarization of the steel support structure to be more effectively and precisely controlled. This may further allow the cathodic protection system to take account of changes of steel support structure e.g. deterioration of a coating of the steel support structure. In this embodiment, the cathodic protection system comprises further a third reference electrode 114 arranged below the seabed and operationally connected to the control unit 107, a fourth reference electrode 115 arranged below the seabed in the inside of the steel support structure 180 and operationally connected to the control unit 107, and a fifth electrode 116 arranged in the inside of the steel support structure 180 and operationally connected to the control unit 107.

[0085] In this embodiment, the circular wall 121 of steel support structure has a first opening. The first electrical connection 102 comprises a first electrical cable 102 electrically connected at a first end to the plurality of galvanic anodes 101 and extending into the hollow interior 120 through the first opening, wherein the first electrical cable 102 is electrically isolated from the first opening of the steel support structure and electrically connected to another part of the first electrical connection 102 arranged in the hollow interior 120. Consequently, active parts of the cathodic protection system such as switches, variable resistors, and control units can be arranged in the inside of the steel support structure and thereby both better protected and more accessible. The doted box 117 shows an alternative location for the active parts of the first electrical connection 102, i.e. the active parts of the first electrical connection 102 may be located at approximately the same depth as the galvanic anodes 101 whereby the system can be installed with fewer electrical cables arranged in the inside of the steel support structure 180.

[0086] The control unit 107 may be configured to estimate a first function based on the electrochemical potential measured with both the first reference electrode 103 and the second reference electrode 104 and control the first electrical connection 102 based on the first function.

[0087] The first function may specify the spatial distribution of the electrochemical polarization of the steel support structure. The spatial distribution of the electrochemical polarization may be assumed to only be dependent on the depth, i.e. a function with a single variable (the depth) may specify the electrochemical polarization.

[0088] FIG. 2 shows an example of a graph 201 of the electrochemical polarization of a steel support structure as a function of depth, where the axis 202 specifies the electrochemical potential and the axis 203 specifies the depth. The polarization may be measured relative to a reference electrode e.g. a Ag/AgCl/seawater reference electrode. The polarization generally falls as the distance to the cathodic protection system increases (meaning that electrochemical potential becomes less negative). The line 205 shows the maximum electrochemical potential achievable with a particular galvanic anode and the line 204 shows the electrochemical potential required to protect the steel support structure according to norms and standards e.g. if the galvanic anode is made of aluminium the line 205 may correspond to an electrochemical potential of 1050 mV and the line 204 may correspond to an electrochemical potential of 800 mV. The graph 206 shows an example of the electrochemical potential of a steel support structure as function of depth after a first electrical connection of a cathodic protection system according to an embodiment of the present invention has been adapted to lower the electrochemical potential. The first electrical connection may be controlled by a control unit configured to secure that the function is below the threshold given by the line 204 e.g. below 800 mV for a range of depths.

[0089] FIG. 3 shows an example of a graph 301 of the electrochemical potential of a steel support structure as a function of depth, where the axis 302 specifies the electrochemical potential and the axis 303 specifies the depth. In this example, the steel support structure has no coating whereby the form of the graph changes. Thus, in embodiments of the invention auxiliary data specifying the state of the coating may be used to control the first electrical connection.

[0090] The control unit may have access to first data specifying typical spatial distributions of the electrochemical polarization, and wherein the control unit uses the first data to estimate the first function.

[0091] FIG. 4 shows a schematic drawing of cathodic protection system 400 for protecting a steel support structure for supporting an offshore wind turbine against corrosion according to an embodiment of the present invention. The cathodic protection system 400 comprises one or more galvanic anodes 401 for being arranged in connection with the steel support structure and a first electrical connection 402 for electrically connecting the one or more galvanic anodes 401 to the steel support structure. This allows the steel support structure to be polarized by the current flowing from the one or more galvanic anodes 401 to the steel support structure. The first electrical connection 402 is an adaptable electrical connection that can change the rate of current flowing from the one or more galvanic anodes 401 to the steel support structure and thereby change the polarization of the steel support structure. In this embodiment, the galvanic anodes 401 are arranged in an anode cage 405 electrically connected to the first electrical connection 402. The cathodic protection system may further comprise a control unit 407 operationally connected to the first electrical circuit and configured to control the first electrical connection 402 and thereby change the polarization of the steel support structure. The cathodic protection system may further comprise a first reference electrode 403 and a second reference electrode 404 for being arranged in connection with the steel support structure at a first and a second position, where the control unit 407 is further operationally connected to the first reference electrode 403 and the second reference electrode 404 and configured to control the first electrical connection 402 in response to the electrochemical potential measured with both the first reference electrode 403 and the second reference electrode 404. The cathodic protection system 400 may further comprise a communication unit 408 operationally connected to the control unit 407. The control unit 407 may be configured to control the communication unit 408 to transmit a message to a remote receiver if an error or potential future error of the cathodic protection system 400 has been identified. The communication unit 408 may be configured to receive control signals from an external source such as an operator located onshore or on a ship. The control unit 407 may be configured to control the first electrical connection 402 in response to control signals received by the communication unit 408. The communication unit 408 may be a wireless or wired communication unit. The communication unit 408 may be configured to transmit data to a remote receiver. The data may comprise data indicative of measurements made with one or more reference electrodes of the cathodic protection system.

[0092] FIG. 5 shows a flowchart of a method 500 for protecting a steel support structure against corrosion according to an embodiment of the present invention. In the first step 501, a cathodic protection system e.g. as disclosed in relation to FIG. 4 is obtained. In the next step 502, the cathodic protection system is arranged in connection with the steel support structure. Then in step 503, one or more galvanic anodes of the cathodic protection system are electrically connected to the steel support structure using a first electrical connection of the cathodic protection system. Next in step 504, one or more electrochemical potentials between the steel support structure and one or more reference electrodes are measured, and finally in step 505 the first electrical connection is adapted using the measured one or more electrochemical potentials e.g. so that the polarization of the steel support structure is sufficient to protect the steel support structure against corrosion while limiting unnecessary emission of anode material into the water.

[0093] Although some embodiments have been described and shown in detail, the invention is not restricted to them, but may also be embodied in other ways within the scope of the subject matter defined in the following claims. In particular, it is to be understood that other embodiments may be utilised and structural and functional modifications may be made without departing from the scope of the present invention.

[0094] In device claims enumerating several means, several of these means can be embodied by one and the same item of hardware. The mere fact that certain measures are recited in mutually different dependent claims or described in different embodiments does not indicate that a combination of these measures cannot be used to advantage.

[0095] It should be emphasized that the term comprises/comprising when used in this specification is taken to specify the presence of stated features, integers, steps or components but does not preclude the presence or addition of one or more other features, integers, steps, components or groups thereof.