Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28...
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![Page 1: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/1.jpg)
Structural Monitoring System for Offshore Wind Turbine Foundation Structures
ewec 2006, Athens28 February
J. Wernicke, S. Kuhnt, R. Byars, J. Shadden (WindForce GmbH)
![Page 2: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/2.jpg)
The Idea of WAVEMON™
Knowledge of Foundation Load History of individual Offshore Wind Turbines throughout Lifetime for:
•Predictive Maintenance
•Residual Lifetime Estimation
•Design Verification
•Load Reduction
![Page 3: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/3.jpg)
Targets• Measuring of Height, Direction and Frequency of Ocean Waves• Measuring of Wind- and Tide Currents • Traceability of single Events (extreme Loads, Ship Collisions, etc.)• Traceability of fatigue Loads for residual Lifetime Estimation• Monitoring of Design Parameters• Decreasing of Wave Loads via Turbine Control• Monitoring of the Foundation Structure for early Detection of Damages
and for determining predictive Maintenance• Demonstration of Insurability of Foundation Structures
WAVEMON™Offshore Wind Turbine Foundation Control
WAVEMON Technology
![Page 4: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/4.jpg)
Fibre optical sensors (FOS)– Advantages towards Strain Gauges
• Number of Sensors per Array– Simple Installation, small Sensor Mass
• Increased operational safety – No electrical Conductivity in the Sensor System
• No EMI Problems with Data Acquisition– no Corrosion
• High Quality of Measurement and long term Stability– No moving Parts in Evaluation System– Lifetime >20 years– Simple Field Installation– Simple Calibration in Field– No Movement of zero Point– No Hysteresis
![Page 5: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/5.jpg)
Complete Solution:WAVEMON™ - Offshore Wind Turbine Foundation Control
![Page 6: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/6.jpg)
Performance
• Structural Monitoring Condition Monitoring of the Monopile and its Support Conditions. Single Events can be documented and the Relevance towards Failure can be estimated.
• Adaptive Control Damping of Wave Loads.
• Predictive MaintenanceService Activities based on Event logging and Data Evaluation
• Residual Lifetime EstimationComparison of individual Load History during Operation with Design Load Simulations
![Page 7: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/7.jpg)
Project plan
• Installation and testing of the Measurement System in a Monopile of a Wind Met Mast
• Analysis of Load Data and dynamic Behaviour, Comparison with Simulation
• Development of Methods for controlling and operating, based on Variables
• Development of Methods for assuring the Application Process in serial Production in Offshore Installations
![Page 8: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/8.jpg)
WAVEMON™ Development trend
• Integration in Remote Monitoring• Standard for Performance Supervision and Design Verification• Development of a Wind Park Management System based on Load
Data• Structural monitoring of Concrete Towers
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Example of a WAVEMON™ Field Application
![Page 10: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/10.jpg)
Location of the Met Mast
![Page 11: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/11.jpg)
Array Positions
![Page 12: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/12.jpg)
Pictures of the Prototype Installation
![Page 13: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/13.jpg)
Met Mast
![Page 14: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/14.jpg)
Measurement Results
0 10 20 30 40 50 60Time [s]
-70
-60
-50
-40
-30
-20
Senso
r_4 []
Sensor_4Copyright©2005 WindForce GmbH
0 100 200 300 400 500 600Time [s]
-70
-60
-50
-40
-30
-20
Senso
r_4 []
![Page 15: Structural Monitoring System for Offshore Wind Turbine Foundation Structures ewec 2006, Athens 28 February J. Wernicke, S. Kuhnt, R. Byars, J. Shadden.](https://reader033.fdocuments.in/reader033/viewer/2022042718/56649f1c5503460f94c328dc/html5/thumbnails/15.jpg)
Frequency Analysis
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1Frequenz [Hz]0
0.25
0.5
0.75
1
FF
T_S
enso
r_4 []
FFT_Sensor_4
Copyright©2005 WindForce GmbH
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Die Entwicklung wird teilweise finanziert durch Mittel aus dem PFAU Programm der BIS BremerhavenWindForce GmbH wird unterstützt durch Mittel des GRW Programms des Landes Bremen
Thank you for your Attention!