The characteristics of extreme waves in hurricane dominated regions vary systematically with a number of covariates, including location and storm direction. Reliable estimation of design criteria requires incorporation of covariate effects within extreme value models. We present a spatiodirectional model for extreme waves in the Gulf of Mexico motivated by the nonhomogeneous Poisson model for peaks over threshold. The model is applied to storm peak significant wave height for arbitrary geographic areas from the proprietary Gulf of Mexico Oceanographic Study (GOMOS) hindcast for the US region of the Gulf of Mexico for the period of 1900–2005. At each location, directional variability is modeled using a nonparametric directional location and scale; data are standardized (or “whitened”) with respect to local directional location and scale to remove directional effects. For a suitable choice of threshold, the rate of occurrence of threshold exceedences of whitened storm peak with direction per location is modeled as a Poisson process. The size of threshold exceedences is modeled using a generalized Pareto form, the parameters of which vary smoothly in space, and are estimated within a roughness-penalized likelihood framework using natural thin plate spline forms in two spatial dimensions. By reparameterizing the generalized Pareto model in terms of asymptotically independent parameters, an efficient back-fitting algorithm to estimate the natural thin plate spline model is achieved. The algorithm is motivated in an appendix. Design criteria, estimated by simulation, are illustrated for a typical neighborhood of grid locations. Applications to large areas consisting of more than 2500 grid locations are outlined.
Skip Nav Destination
e-mail: kevin.ewans@shell.com
Article navigation
February 2011
Safety And Reliability
A Spatiodirectional Model for Extreme Waves in the Gulf of Mexico
Kevin Ewans
e-mail: kevin.ewans@shell.com
Kevin Ewans
Shell International Exploration and Production
, P.O. Box 60, 2280 AB Rijswijk, The Netherlands
Search for other works by this author on:
Philip Jonathan
Kevin Ewans
Shell International Exploration and Production
, P.O. Box 60, 2280 AB Rijswijk, The Netherlandse-mail: kevin.ewans@shell.com
J. Offshore Mech. Arct. Eng. Feb 2011, 133(1): 011601 (9 pages)
Published Online: November 4, 2010
Article history
Received:
February 26, 2009
Revised:
June 11, 2010
Online:
November 4, 2010
Published:
November 4, 2010
Citation
Jonathan, P., and Ewans, K. (November 4, 2010). "A Spatiodirectional Model for Extreme Waves in the Gulf of Mexico." ASME. J. Offshore Mech. Arct. Eng. February 2011; 133(1): 011601. https://doi.org/10.1115/1.4001949
Download citation file:
Get Email Alerts
Time-dependent wave motion in a running stream due to initial disturbances in Magnetohydrodynamics
J. Offshore Mech. Arct. Eng
The autonomous urban passenger ferry milliAmpere2: Design and testing
J. Offshore Mech. Arct. Eng
Numerical Analysis of the Effect of Tunnel Hydrofoil—Stern Flap on the Motion Stability of a Double M-Craft in Regular Waves
J. Offshore Mech. Arct. Eng (August 2025)
On the Performance of a Data-Driven Backward Compatible Physics-Informed Neural Network for Prediction of Flow Past a Cylinder
J. Offshore Mech. Arct. Eng (August 2025)
Related Articles
Uncertainties in Extreme Wave Height Estimates for Hurricane-Dominated Regions
J. Offshore Mech. Arct. Eng (November,2007)
Modeling the Seasonality of Extreme Waves in the Gulf of Mexico
J. Offshore Mech. Arct. Eng (May,2011)
The Effect of Directionality on Northern North Sea Extreme Wave Design Criteria
J. Offshore Mech. Arct. Eng (November,2008)
Air-Sea Interaction: Laws and Mechanisms
Appl. Mech. Rev (November,2002)
Related Proceedings Papers
Related Chapters
Cooling a Radar’s Electronic Board
Electromagnetic Waves and Heat Transfer: Sensitivites to Governing Variables in Everyday Life
A Coupling Model for Storm Surges, Waves and Currents
International Conference on Mechanical and Electrical Technology, 3rd, (ICMET-China 2011), Volumes 1–3
Establishing Unmanning Criteria for a Jacket Structure on the NCS
Ageing and Life Extension of Offshore Facilities