This work aims at characterizing the probability of wave impact and determining the position of impact on an FPSO (floating production storage and offloading platform) bow geometry. In order to determine the instants when impact occurs, an experimental program was performed on a specific bow shape. The bow was instrumented with pressure transducers and the test program, also making use of video recordings, was designed such that it was possible to determine the correlation between undisturbed wave shape and the impact pressure time traces. It has been found that the wave impact at the bow is highly correlated with the local wave steepness, which for very high waves has at least second-order effects. A comparison between the probability distributions of local wave steepness of the experimental undisturbed wave time trace and numerical simulations of second-order wave theory is provided and it confirmed that the latter is very adequate for calculations. The experimental results were further used to determine how the probability of impact varies with free surface vertical velocity. It was found that the significant wave height of the sea state itself does not have significant influence on the result and a regression model was derived for the bow type in the experiments. The proposed model for determining the probability of having an impact is based on combining distributions, adjusted a priori to the numerically generated second-order free surface vertical velocity, and the experimental probability of impact of a known certain seastate and free surface velocity. The analytical description makes it fast and easy to expand to other cases of interest and some example calculations are shown to demonstrate the relative ease of the procedure proposed. The position of the impact is determined by the nonlinear wave crests and the ship motions. The ship motions can be determined based on a linear response to the nonlinear waves considered.

1.
Buchner
,
B.
, 1998, “
A New Method for the Prediction of Non-Linear Relative Wave Motions
,”
Proceedings of the 17th International Conference on Offshore Mechanics and Arctic Engineering
,
Lisbon, Portugal
, July 5–9,
ASME
, New York, paper OMAE98/SR-0592.
2.
Buchner
,
B.
, 2002, “
Green Water on Ship-Type Offshore Structures
,” Ph.D. thesis, Delft University of Technology, Delft, The Netherlands.
3.
Hellan
,
Ø.
,
Hermundstad
,
O. A.
, and
Stansberg
,
C. T.
, 2001, “
Design Tool for Green Sea, Wave Impact, and Structural Response on Bow and Deck Structures
,”
Proceedings Offshore Technology Conference
,
Houston, TX
, April 30–May 3, Paper OTC 13213.
4.
Guedes Soares
,
C.
,
Fonseca
,
N.
, and
Pascoal
,
R.
, 2005, “
Experimental and Numerical Study of the Motions of a Turret Moored FPSO in Waves
,”
J. Offshore Mech. Arct. Eng.
0892-7219,
127
, pp.
197
204
.
5.
Guedes Soares
,
C.
, and
Pascoal
,
R.
, 2005, “
Experimental Study of the Probability Distributions of Green Water on the Bow of Floating Production Platforms
,”
J. Offshore Mech. Arct. Eng.
0892-7219,
127
, pp.
234
242
.
6.
Voogt
,
A. J.
, 2001, “
Discussion Problem Identification, SAFE-FLOW Project
,” Wageningen, The Netherlands, MARIN Rep. No. 15874-1-OB.
7.
Sharma
,
J. N.
, and
Dean
,
R. G.
, 1981, “
Second-Order Directional Seas and Associated Wave Forces
,”
SPEJ
0197-7520,
21
(
4
), pp.
129
140
.
8.
Voogt
,
A. J.
, and
Buchner
,
B.
, 2004, “
Wave Impact Excitation on Ship-Type Offshore Structures in Steep Fronted Waves
,”
Proceedings OMAE Speciality Conference on Integrity of Floating Production, Storage & Offloading (FPSO) Systems
, Houston, TX, August–September, Paper OMAE-FPSO’04-0062.
9.
Stansberg
,
C. T.
, 1998, “
Non-Gaussian Extremes in Numerically Generated Second-Order Random Waves on Deep Water
,”
Proceedings of the 8th International Offshore and Polar Engineering Conference
,
Montreal Canada
, May 24–29.
You do not currently have access to this content.