Methods and systems to shut down a wind turbine
US-2015147173-A1 · May 28, 2015 · US
US9587629B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9587629-B2 |
| Application number | US-201414319269-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jun 30, 2014 |
| Priority date | Jun 30, 2014 |
| Publication date | Mar 7, 2017 |
| Grant date | Mar 7, 2017 |
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A wind turbine system is presented. The wind turbine system includes a tower, a plurality of blades, a rotor supported by the tower and rotatably coupled to the plurality of blades, a control unit programmed to predict a net energy of the tower at one or more future points in time, and if the predicted net energy is within a design limit, then continue with baseline operating control models for normal operation of the wind turbine system, if the predicted net energy exceeds the design limit, then use a non-linear tower damping model to generate tower damping commands to control tower damping of the wind turbine system.
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The invention claimed is: 1. A wind turbine system, comprising: a tower having at least one sensor mounted thereon; a plurality of blades; a rotor supported by the tower and rotatably coupled to the plurality of blades; a control unit programmed to: determine a current deflection of the tower, a current fore-aft velocity of the tower, and a current acceleration of the tower based on information sensed by the at least one sensor; determine a predicted deflection of the tower as a function of the current deflection of the tower, the current fore-aft velocity of the tower and the current acceleration of the tower; determine a predicted tower-load-moment indicative parameter of the tower, wherein the predicted tower-load-moment indicative parameter comprises a predicted net energy of the tower, where a net energy of the tower includes a net potential energy of the tower, a net kinetic energy of the tower, or a total of the net potential energy of the tower and the net kinetic energy of the tower; and compare the predicted tower-load-moment indicative parameter of the tower to a design limit, wherein, if the predicted tower-load-moment indicative parameter is within the design limit, then a baseline operating control model is used by the control unit for normal operation of the wind turbine system; and wherein, if the predicted tower-load-moment indicative parameter exceeds the design limit, then a non-linear tower damping model is used by the control unit to determine a non-linear variable damping coefficient to prevent damage to the tower; and wherein the non-linear damping model is configured to generate a tower damping command in phase with the current fore-aft velocity of the tower; and wherein the tower damping command comprises a blade pitch angle alteration command. 2. The wind turbine system of claim 1 , wherein the blade pitch angle alteration command is determined by the following equation: θ add = Ϛ * ω * X . 0 * M / ( ∂ Fz Aero ∂ θ ) where, θ add is the blade pitch angle alteration command; ζ is the non-linear variable damping coefficient; φ is a natural frequency of the tower; {dot over (X)} 0 is the current fore-aft velocity of the tower; M is a modal mass of the tower; Fz Aero is an aerodynamic rotor thrust; and ∂ Fz Aero ∂ θ is a sensitivity of the aerodynamic rotor thrust with respect to a pitch angle, θ, of the plurality of blades. 3. The wind turbine system of claim 2 , wherein the blade pitch angle alteration command comprises a collective pitch angle alteration command for all of the plurality of blades. 4. The wind turbine system of claim 2 , wherein the blade pitch angle alteration command comprises an individual pitch angle alteration command for each of the plurality of blades. 5. The wind turbine system of claim 1 , wherein the blade pitch angle alteration command is determined by the following equation: θ add = θ rate T left where, θ add is the blade pitch angle alteration command; θ rate is a pitch rate to prevent damage to the tower; and T left is a remaining amount of time before damage occurs to the tower. 6. A wind turbine system, comprising: a tower having at least one sensor mounted thereon; a plurality of blades; a rotor supported by the tower and rotatably coupled to the plurality of blades; a control unit programmed to: determine a current fore-aft deflection of the tower, a current fore-aft velocity of the tower, and a current fore-aft acceleration of the tower based on information sensed by the at least one sensor; determine a predicted deflection of the tower as a function of the current fore-aft deflection of the tower, the current fore-aft velocity of the tower and the current acceleration of the tower; determine a predicted net energy of the tower, wherein a net energy of the tower comprises a net potential energy of the tower, a net kinetic energy of the tower, or a total of the net potential energy of the tower and the net kinetic energy of the tower; and compare the predicted net energy of the tower to a design limit, wherein, if the predicted net energy is within the design limit, then a baseline operating control model is used by the control unit for normal operation of the wind turbine system; and wherein, if the predicted net energy exceeds the design limit, then a non-linear tower damping model is used by the control unit to determine a non-linear variable damping coefficient to prevent damage to the tower, wherein the non-linear variable damping coefficient is a function of an energy reduction factor and a remaining amount of time before damage occurs to the tower, wherein the energy reduction factor is determined using the following equation: E ratio =R predicted /R max where, E ratio is the energy reduction factor; R predicted is the predicted net energy of the tower; and R max is the design limit. 7. The wind turbine system of claim 6 , wherein the design limit, R max , comprises a maximum potential energy of the tower at a maximum tower deflection limit of the tower. 8. The wind turbine system of claim 6 , wherein the predicted net energy is determined by the following equation: R predicted =√{square root over ((ω Y dim ) 2 +X dim 2 )} where, R predicted is the predicted net energy of the tower; ω is a natural frequency of the tower; Y dim is a first dimensionless parameter; and X dim is a second dimensionless parameter. 9. The wind turbine system of claim 8 , wherein the first dimensionless parameter, Y dim , is determined by the following equation: Y dim = ω y predicted - Fz aero /
Wind turbines with rotation axis in wind direction · CPC title
Mechanical Engineering · mapped topic
Parameter estimation or prediction · CPC title
with model-based controls · CPC title
Cross-Sectional Technologies · mapped topic
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