Abstract

Best practices and international standards for determining n-year return period extreme wave (sea states) conditions allow wave energy converter designers and project developers the option to apply simple univariate or more complex bivariate extreme value analysis methods. The present study compares extreme sea state estimates derived from univariate and bivariate methods and investigates the performance of spectral wave models for predicting extreme sea states at buoy locations within several regional wave climates along the US East and West Coasts. Two common third-generation spectral wave models are evaluated, a WAVEWATCH III® model with a grid resolution of 4 arc-minutes (6–7 km), and a Simulating WAves Nearshore model, with a coastal resolution of 200–300 m. Both models are used to generate multi-year hindcasts, from which extreme sea state statistics used for wave conditions characterization can be derived and compared to those based on in-situ observations at National Data Buoy Center stations. Comparison of results using different univariate and bivariate methods from the same data source indicates reasonable agreement on average. Discrepancies are predominantly random. Large discrepancies are common and increase with return period. There is a systematic underbias for extreme significant wave heights derived from model hindcasts compared to those derived from buoy measurements. This underbias is dependent on model spatial resolution. However, simple linear corrections can effectively compensate for this bias. A similar approach is not possible for correcting model-derived environmental contours, but other methods, e.g., machine learning, should be explored.

Highlights

  • Best practices for determining the site-specific environmental conditions, design load cases (DLC), and load responses for maritime structures and their subsystems are found in a variety of international standards, e.g., [1,2,3]

  • The results presented demonstrate several challenges in estimating n-year return period extreme significant wave height, Hs(n), or sea state, (Hs, Te)n, to characterize extreme wave conditions for wave energy converters (WEC) design and project risk assessment

  • While validated model hindcasts extend the periods of record (POR) and spatial coverage of data sources, model-derived estimates are systematically underbiased compared to those derived from buoy observations

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Summary

Introduction

Best practices for determining the site-specific environmental conditions, design load cases (DLC), and load responses for maritime structures and their subsystems (e.g., offshore oil platforms, offshore floating wind turbines, wave energy converters, and mooring systems) are found in a variety of international standards, e.g., [1,2,3]. Operation under normal conditions occurring every year, and survival under extreme or abnormal environmental conditions for a range of return periods (e.g., 1, 5, 50, 100-years) [4]. As specified by these international standards and guidelines, DLCs are to be constructed for each design/environmental condition and different combinations of load types. Wave loads characterized by Hs(5) are required to build DLCs for tidal energy converters in a parked-survival condition under an extreme hydrodynamic load occurring at a peak spring tide

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