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Inverse modeling of velocities and inferred cause of overwash that emplaced inland fields of boulders at Anegada, British Virgin Islands

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Abstract

A combination of numeric hydrodynamic models, a large-clast inverse sediment-transport model, and extensive field measurements were used to discriminate between a tsunami and a storm striking Anegada, BVI a few centuries ago. In total, 161 cobbles and boulders were measured ranging from 1.5 to 830 kg at distances of up to 1 km from the shoreline and 2 km from the crest of a fringing coral reef. Transported clasts are composed of low porosity limestone and were derived from outcrops in the low lying interior of Anegada. Estimates of the near-bed flow velocities required to transport the observed boulders were calculated using a simple sediment-transport model, which accounts for fluid drag, inertia, buoyancy, and lift forces on boulders and includes both sliding and overturning transport mechanisms. Estimated near-bed flow velocities are converted to depth-averaged velocities using a linear eddy viscosity model and compared with water level and depth-averaged velocity time series from high-resolution coastal inundation models. Coastal inundation models simulate overwash by the storm surge and waves of a category 5 hurricane and tsunamis from a Lisbon earthquake of M 9.0 and two hypothetical earthquakes along the North America Caribbean Plate boundary. A modeled category 5 hurricane and three simulated tsunamis were all capable of inundating the boulder fields and transporting a portion of the observed clasts, but only an earthquake of M 8.0 on a normal fault of the outer rise along the Puerto Rico Trench was found to be capable of transporting the largest clasts at their current locations. Model results show that while both storm waves and tsunamis are capable of generating velocities and temporal acceleration necessary to transport large boulders near the reef crest, attenuation of wave energy due to wave breaking and bottom friction limits the capacity of storm waves to transport large clast at great inland distances. Through sensitivity analysis, we show that even when using coefficients in the sediment-transport model which yield the lowest estimated minimum velocities for boulder transport, storm waves from a category 5 hurricane are not capable of transporting the largest boulders in the interior of Anegada. Because of the uncertainties in the modeling approach, extensive sensitivity analyses are included and limitations are discussed.

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Acknowledgments

This work was carried out as part of the US Geological Survey’s “Tsunami Hazards Potential in the Caribbean” project. We would like to thank Brian Atwater, Uri ten Brink, Alex Apotsos and Jeff Hansen for their numerous excellent suggestions to improve the manuscript and a timely review of our work. We would also like to thank the two anonymous referees who provided detailed comments and suggestions that also improved the manuscript.

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Authors and Affiliations

  1. Pacific Coastal and Marine Science Center, US Geological Survey, 400 Natural Bridges Drive, Santa Cruz, CA, 95060, USA

    Mark L. Buckley, Bruce E. Jaffe & Steve G. Watt

  2. Pacific Marine Environmental Laboratory (PMEL), National Oceanic and Atmospheric Administration (NOAA), Joint Institute for the Study of the Atmosphere and Ocean (JISAO), University of Washington, 7600 Sand Point Way NE, Seattle, WA, 98115, USA

    Yong Wei

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  1. Mark L. Buckley
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  2. Yong Wei
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  3. Bruce E. Jaffe
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Correspondence to Mark L. Buckley.

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Buckley, M.L., Wei, Y., Jaffe, B.E. et al. Inverse modeling of velocities and inferred cause of overwash that emplaced inland fields of boulders at Anegada, British Virgin Islands. Nat Hazards 63, 133–149 (2012). https://doi.org/10.1007/s11069-011-9725-8

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