An application of Boussinesq modeling to Hurricane wave overtopping and inundation

Ocean Engineering

Volumn 37, Issue 1, 2010, Pages 135-153

  Lynett, Patrick J ^a   Melby, Jeffrey A ^b   Kim, Dae Hong ^a  

^a Texas AandM University   (United States)

^b US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

Boussinesq; Hurricane; Katrina; Numerical modeling; Overtopping

Indexed keywords

BEACH PROFILE; BOUSSINESQ; BOUSSINESQ MODEL; DAMAGE THRESHOLD; FUNCTION OF TIME; HURRICANE KATRINA; HURRICANE PROTECTION; HYDRODYNAMIC CONDITIONS; KATRINA; LEVEE BREACHES; LEVEE SYSTEM; MISSISSIPPI RIVER; NEAR-SHORE WAVES; NEW ORLEANS; NUMERICAL MODELING; OVERTOPPING RATES; WAVE MODELS; WAVE OVERTOPPINGS;

BEACHES; COASTAL ENGINEERING; FLUID DYNAMICS; HURRICANES; HYDRODYNAMICS; LEVEES; REGIONAL PLANNING; SURGE PROTECTION;

WATER WAVES;

ACCURACY ASSESSMENT; BEACH PROFILE; BOUSSINESQ EQUATION; BREAKING WAVE; COASTAL PROTECTION; DAMAGE; FLOODING; HURRICANE KATRINA 2005; HYDRODYNAMICS; LEVEE; OVERTOPPING; SHOALING WAVE; STORM SURGE; WAVE MODELING;

MISSISSIPPI RIVER; UNITED STATES;

EID: 73149105490     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.oceaneng.2009.08.021     Document Type: Article

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