experimental study of the effect of second order wavemaker
TRANSCRIPT
Experimental study of the effect of second order wavemaker theory on the response of a large diameter monopile in irregular sea
Fatemeh H. Dadmarzi1,Matthias Tonnel2, Maxime Thys3,Erin E. Bachynski1,
Trygve Kristiansen1
(1) Norwegian University of Science and Technology, NTNU , Trondheim, Norway(2) Leopold-Franzens Universität Innsbruck, Innsbruck, Tyrol, Austria(3) SINTEF Ocean, Trondheim, Norway
(WAS-XL: Wave loads and soil support for extra large monopiles)
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Background/Objectives
• Larger offshore wind turbines -> longereigenperiods and increased dynamic response tononlinear wave loads
• Model testing:– Understanding hydrodynamic loads and structural
responses– Validating numerical models
• Need to investigate uncertainties and effects oftesting techniques
• How important is the second order wavemakercorrection for the measured responses?
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Outline
• Second order wavemaker correction– Theory– Implementation and experimental assessment
• Monopile testing – Experimental setup– Repeatability– Statistical results– Sample events of extreme responses
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Wavemaker theory (piston-type wavemaker)
Second-order wavemaker theory for irregular waves, Hemming A. Schäffer, Ocean Engng, Vol. 23, No. 1, pp. 47-88. 1996
Bottom
Wave board𝑋𝑋(𝑡𝑡)
ℎ
𝑥𝑥
𝑧𝑧𝜂𝜂 𝑥𝑥, 𝑡𝑡
∇2Φ = 0
Φ𝑧𝑧 = 0
Φ𝑥𝑥 = 𝑋𝑋𝑡𝑡(𝑡𝑡)
−𝜕𝜕Φ𝜕𝜕𝑡𝑡
−12∇Φ ⋅ ∇Φ − 𝑔𝑔𝑧𝑧 = 0
𝜕𝜕Φ𝜕𝜕𝑧𝑧
−𝜕𝜕Φ𝜕𝜕𝑡𝑡
− ∇Φ ⋅ ∇𝜂𝜂 =1𝜌𝜌𝑝𝑝𝑎𝑎 DFSBC
KFSBC
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Second-order wavemaker theory for irregular waves, Hemming A. Schäffer, Ocean Engng, Vol. 23, No. 1, pp. 47-88. 1996
First and second order wavemaker motion
• First order wavemaker motion– Sum of harmonic components
• This motion results in generation of – Desired first order waves– Desired second order bound waves– Undesired second order spurious
waves– And even higher order waves
• Second order wavemaker motion is added to counter the spurious waves
𝑋𝑋0(1) = −𝑖𝑖�
𝑛𝑛=1
𝑀𝑀
𝑋𝑋𝑛𝑛𝑒𝑒𝑖𝑖𝜔𝜔𝑛𝑛𝑡𝑡
𝑋𝑋0(2) = �
𝑛𝑛=1
𝑀𝑀
�𝑚𝑚=2
𝑀𝑀
−𝑖𝑖𝐹𝐹𝑛𝑛𝑚𝑚+𝐴𝐴𝑛𝑛𝐴𝐴𝑚𝑚ℎ
𝑒𝑒𝑖𝑖 𝜔𝜔𝑛𝑛+𝜔𝜔𝑚𝑚 𝑡𝑡
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Dispersion relation
First order waveSecond order bound wave
Circular frequency 𝜔𝜔
Wav
e nu
mbe
r 𝑘𝑘
Spurious wave
Free wave dispersion relation
Bound wave dispersion relation
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Experimental setup wave probes
• Wave elevation measurement along 7m length of the tank centerline with a step of 0.08m
• Acceptable resolution for calculating 2D FFT
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Dispersion relation: Gaussian spectrum Tp = 12s, Hs = 4m
Circular frequency 𝜔𝜔
Wav
e nu
mbe
r 𝑘𝑘
Circular frequency 𝜔𝜔W
ave
num
ber 𝑘𝑘
No correction With correction
Free wave dispersion relation
3rd order spurious wave (pink)
3nd order bound wave
2nd order bound wave (red)
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Monopile testing: experimental setup• Instrumentation: 11 wave probes, water temp, wavemaker
position, strain gauges and 6DOF force transducer• Water depth: 27 m• Monopile diameter: 9 m• Automated test setup for increased statistics
10
0 20 40 60 80 100
Time [s]
-2
-1
0
1
2
Bend
ing
mom
ent [
Nm
]
10 8
0 20 40 60 80 100
Time [s]
-1
-0.5
0
0.5
1
Bend
ing
mom
ent [
Nm
]
10 8
Decay tests
First mode: 𝒇𝒇𝟏𝟏 = 𝟎𝟎.𝟐𝟐𝟐𝟐 (Hz)Damping ratio: 1.1%
Second mode:𝒇𝒇𝟐𝟐 = 𝟏𝟏.𝟐𝟐𝟓𝟓 (Hz)Damping ratio: 0.4%
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Repeatability of bending moment response at two largest events from 10 test repetitions
Second mode responseFirst mode responseQuasi-static response
Second mode responseFirst mode responseQuasi-static response
Repeatability of the phase of the responses at second natural frequency.
Time [s] Time [s]Hs 8.6 m, Tp 11 s
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Coefficient of variation (COV) for the 10 largest bending moment maxima in 10 repetitions of one seed
Contributions calculated at the exact time of the maximum total moment.
Hs 8.6 m, Tp 11 s
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Effect of second order correction on the wave elevation
Hs 9.0 m, Tp 12.5 s
Mean spectrum of the wave
10 realizations of the same sea state
Little change in wave elevation statistics using this correction
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Mean spectrum of the mud-line bending moment response
Mean spectrum around the second natural frequency
Hs 9.0 m, Tp 12.5 s
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Mean spectrum of the mud-line bending moment response
Mean spectrum around the second natural frequency
Hs 9.0 m, Tp 12.5 s
𝑓𝑓𝑃𝑃
2𝑓𝑓𝑃𝑃
𝐹𝐹1
𝐹𝐹2
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Exceedance probability of bending momentresponse for 10 realizations of the testswithout and with second-order correction
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Largest excitation in second mode within 10 seeds
Bending moment response in the tests without and with wavemaker second-order correction
Hs 9.0 m, Tp 12.5 s
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Frequency content of 20 extreme responses from a single realization
Without correction
With correction
Response at second natural frequencyResponse at first natural frequency Quasi-static response
Event
Event
Hs 9.0 m, Tp 12.5 s
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Without correction With correction
Snapshots of the wave at the model for the tests without and with wavemaker second-order correction
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Conclusions
• Second order wavemaker theory (developed by Schäffer) for piston-type wavemaker motion in irregular waves
• Experimental observation of reduction in the second order spurious wave component for Gaussian spectra
• Experimental study of the effect of the presence/absence of this spuriouswave on the response of a monopile
• Statistically, minor effect on response measurements
• However, affects individual breaking wave events and slamming loads