Recently, a method for numerical reproduction of measured irregular wave events has been developed. The measured motion of the wave maker flaps defines the wave kinematics at the boundary of the numerical simulation in order to generate the waves. When such data are not available, the control signal of the wave maker can, instead, be generated from a given free surface elevation following the same procedure as in model tests. This procedure is applied to a model test case with extreme irregular wave events and resulting nonlinear global wave loads on a vertical cylinder, focusing on higher-order ringing excitation. The purpose of the investigation is twofold: (1) to validate the wave reconstruction procedure and (2) to validate the resulting computational fluid dynamics (CFD) ringing loads with the given waves. In order to better understand the frequency content in the CFD-generated loads, wavelet analysis as well as the response of a single degree-of-freedom (SDOF) oscillator is examined and compared with the corresponding results for the third-order wave forcing based on the MacCamy–Fuchs (MF) and Faltinsen, Newman, Vinje (FNV) formulations. The results show generally good agreement between CFD and experiment both in the waves and in the loads; discrepancies found in the loads mainly originate from corresponding uncertainties in the wave reconstruction. Wave breaking may be one source of uncertainty. The MF + FNV formulation showed reasonable prediction of the maximum responses of an SDOF oscillator, but could not capture the loads well at all of the important frequencies.

References

1.
Faltinsen
,
O. M.
,
Newman
,
J. N.
, and
Vinje
,
T.
,
1995
, “
Nonlinear Wave Loads on a Slender Vertical Cylinder
,”
J. Fluid Mech.
,
289
(
1
), pp.
179
198
.
2.
Bachynski
,
E. E.
, and
Moan
,
T.
,
2014
, “
Ringing Loads on Tension Leg Platform Wind Turbines
,”
Ocean Eng.
,
84
, pp.
237
248
.
3.
Grue
,
J.
,
Bjørshol
,
G.
, and
Strand
,
Ø.
,
1993
,
Higher Harmonic Wave Exciting Forces on a Vertical Cylinder
,
Matematisk Institutt Oslo
, Oslo, Norway.
4.
Zang
,
J.
,
Taylor
,
P. H.
,
Morgan
,
G.
,
Stringer
,
R.
,
Orszaghova
,
J.
,
Grice
,
J.
, and
Tello
,
M.
,
2010
, “
Steep Wave and Breaking Wave Impact on Offshore Wind Turbine Foundations—Ringing Re-Visited
,”
International Workshop on Water Waves and Floating Bodies (IWWWFB25)
, Harbin, China, May 9–12, pp. 1–4.
5.
Perić
,
R.
, and
Abdel-Maksoud
,
M.
,
2015
, “
Assessment of Uncertainty Due to Wave Reflections in Experiments Via Numerical Flow Simulations
,”
25th International Ocean and Polar Engineering Conference
(
ISOPE
), Kona, HI, June 21–26, pp. 530–537.https://www.onepetro.org/conference-paper/ISOPE-I-15-261
6.
Schmittner
,
C.
,
Kosleck
,
S.
, and
Hennig
,
J.
,
2009
, “
A Phase-Amplitude Iteration Scheme for the Optimization of Deterministic Wave Sequences
,”
ASME
Paper No. OMAE2009-80131.
7.
Bunnik
,
T.
,
Helder
,
J.
, and
de Ridder
,
E. J.
,
2015
, “
Deterministic Simulation of Breaking Wave Impact and Flexible Response of a Fixed Offshore Wind Turbine
,”
ASME
Paper No. OMAE2015-41989.
8.
Kim
,
J.
,
O'Sullivan
,
J.
, and
Read
,
A.
,
2012
, “
Ringing Analysis of a Vertical Cylinder by Euler Overlay Method
,”
ASME
Paper No. OMAE2012-84091.
9.
Jensen
,
B.
,
Christensen
,
E.
, and
Jacobsen
,
N.
,
2014
, “
Simulation of Extreme Events of Oblique Wave Interaction With Porous Breakwater Structures
,”
34th International Conference on Coastal Engineering
, Seoul, South Korea, June 15–20, pp. 1–13.https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/viewFile/7701/pdf_866
10.
Stansberg
,
C. T.
,
1997
, “
Comparing Ringing Loads From Experiments With Cylinders of Different Diameters—An Empirical Study
,”
Eighth International Conference on the Behaviour of Off-Shore Structures (BOSS'97)
, Delft, The Netherlands, July 7–10, pp.
95
112
.
11.
MacCamy
,
R. C.
, and
Fuchs
,
R. A.
,
1954
, “
Wave Diffraction on Piles: A Diffraction Theory
,” Beach Erosion Board Corps of Engineers, Washington, DC, Technical Memorandum No. 69.
12.
Johannessen
,
T. B.
,
2012
, “
Nonlinear Superposition Methods Applied to Continuous Ocean Wave Spectra
,”
ASME J. Offshore Mech. Arct. Eng.
,
134
(
1
), p.
011302
.
13.
Pákozdi
,
C.
,
Östman
,
A.
,
Bachynski
,
E. E.
, and
Stansberg
,
C. T.
,
2016
, “
CFD Reproduction of Model Test Generated Extreme Irregular Wave Events and Nonlinear Loads on a Vertical Column
,”
ASME
Paper No. OMAE2016-54869.
14.
Östman
,
A.
,
Pákozdi
,
C.
,
Stansberg
,
C.
,
Fagertun
,
J.
, and
Vestbostad
,
T.
,
2015
, “
CFD Simulation and Validation of Breaking Wave Impact Events in Irregular Sea States
,”
25th International Ocean and Polar Engineering Conference
(
ISOPE
), Kona, HI, pp. 684–691.https://www.onepetro.org/conference-paper/ISOPE-I-15-649
15.
Pákozdi
,
C.
,
Kendon
,
T.
, and
Stansberg
,
C.
,
2011
, “
Breaking Wave Impact on a Platfrom Column: An Introductory CFD Study
,”
ASME
Paper No. OMAE2011-49976.
16.
Pákozdi
,
C.
,
Perić
,
M.
,
Lu
,
H.
,
Baarholm
,
R.
,
Östman
,
A.
, and
Stansberg
,
C. T.
,
2015
, “
Estimation of Wave in Deck Load Using CFD Validated Against Model Test Data
,”
25th International Ocean and Polar Engineering Conference (ISOPE)
, Kona, HI, June 21–26, pp. 1046–1054.
17.
Pákozdi
,
C.
,
Kendon
,
T.
, and
Stansberg
,
C.
,
2012
, “
A Numerical Study of a Focused Wave Packed Near the Surf Zone
,”
ASME
Paper No. OMAE2012-83796.
18.
Clauss
,
G. F.
, and
Steinhagen
,
U.
,
1999
, “
Numerical Simulation of Nonlinear Transient Waves and Its Validation by Laboratory Data
,”
Ninth International Offshore and Polar Engineering Conference
, Brest, France, May 30–June 4, pp.
368
375
.
19.
Newman
,
J. N.
,
1996
, “
Nonlinear Scattering of Long Waves by a Vertical Cylinder
,”
Waves and Nonlinear Processes in Hydrodynamics
,
Kluwer
,
Oslo, Norway
, pp.
91
102
.
20.
Krokstad
,
J.
,
Stansberg
,
C.
,
Nestegård
,
A.
, and
Marthinsen
,
T.
,
1998
, “
A New Nonslender Ringing Load Approach Verified against Experiments
,”
ASME J. Offshore Mech. Arct. Eng.
,
120
(
1
), pp.
20
29
.
21.
Marthinsen
,
T.
,
Stansberg
,
C. T.
, and
Krokstad
,
J. R.
,
1996
, “
On the Ringing Excitation of Circular Cylinders
,”
Sixth International Offshore and Polar Engineering Conference
, Los Angeles, CA, May 26–31, pp.
196
204
.https://www.onepetro.org/conference-paper/ISOPE-I-96-030
22.
Massel
,
S. R.
,
2001
, “
Wavelet Analysis for Processing of Ocean Surface Wave Records
,”
Ocean Eng.
,
28
(
8
), pp.
957
987
.
23.
Johannessen
,
T. B.
,
Haver
,
S.
,
Bunnik
,
T.
, and
Buchner
,
B.
,
2006
, “
Extreme Wave Effects on Deep Water TLPs: Lessons Learned From the Snorre a Model Tests
,” Deep Offshore Technology, Houston, TX, Paper No. OTC 18493.
24.
Niedzwecki
,
J. M.
, and
Huston
,
J. R.
,
1992
, “
Wave Interaction With Tension Leg Platforms
,”
Ocean Eng.
,
19
(
1
), pp.
21
37
.
25.
Kibbee
,
S. E.
,
Leverette
,
S. J.
,
Davies
,
K. B.
, and
Matten
,
R. B.
,
1999
, “
Morpeth SeaStar Mini-TLP
,”
Offshore Technology Conference
, Houston, TX, May 3–6, Paper No.
OTC 10855
.
26.
Chakrabarti
,
S. K.
, and
Hanna
,
S. Y.
,
1990
, “
Added Mass and Damping of a TLP Column Model
,”
Offshore Technology Conference
, Houston, TX, May 7–10, Paper No.
OTC 6406
.
27.
Davies
,
K. B.
,
Leverette
,
S. J.
, and
Spillane
,
M. W.
,
1994
, “
Ringing Response of TLP and GBS Platforms
,”
Seventh International Conference on the Behaviour of Offshore Structures
, Cambridge, MA, July 12–15, pp.
569
585
.
28.
Stansberg
,
C. T.
,
Gudmestad
,
O. T.
, and
Haver
,
S. K.
,
2008
, “
Kinematics Under Extreme Waves
,”
ASME J. Offshore Mech. Arct. Eng.
,
130
(
2
), p.
021010
.
29.
Pákozdi
,
C.
,
Visscher
,
J.
,
Stansberg
,
C.
, and
Fagertun
,
J.
,
2015
, “
Experimental Investigation of Global Wave Impact Loads in Steep Random Seas
,”
25th International Ocean and Polar Engineering Conference
, Kona, HI, June 21–26, pp. 1055–1060.https://www.onepetro.org/conference-paper/ISOPE-I-15-587
You do not currently have access to this content.