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    Scour Development and Possible Effects of Momentary Liquefaction in Inundated Coastal Areas During Hurricane Michael 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 002:;page 04021053
    Author(s): Matthew Florence; Nina Stark; Andrew Kennedy
    Publisher: ASCE
    Abstract: Scour holes around slender piles were measured in areas inundated during Hurricane Michael and were compared with scour hole depths estimated from existing scour prediction equations. Despite testing a wide range of feasible ...
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    Nearshore Vertical Pore Pressure Gradients and Onshore Sediment Transport under Tropical Storm Forcing 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022023
    Author(s): Matthew Florence; Nina Stark; Britt Raubenheimer; Steve Elgar
    Publisher: ASCE
    Abstract: Colocated sediment pore pressures at depths of approximately 0.02 and 0.22 m below the sand surface and near-bed water velocities were measured for approximately 2 weeks in approximately 1 m mean water depth on an ocean ...
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    Hurricane Michael in the Area of Mexico Beach, Florida 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Andrew Kennedy; Andrew Copp; Matthew Florence; Anderson Gradel; Kurtis Gurley; Matt Janssen; James Kaihatu; Douglas Krafft; Patrick Lynett; Margaret Owensby; Jean-Paul Pinelli; David O. Prevatt; Spencer Rogers; David Roueche; Zachariah Silver
    Publisher: ASCE
    Abstract: Category 5 Hurricane Michael made landfall near Mexico Beach, Florida on October 9, 2018, with measured high water marks (HWMs) reaching 7.2 m NAVD88. The town itself received great damage, with many areas destroyed down ...
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