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    Coastal Flood Risk Assessment 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author(s): D. E. Reeve
    Publisher: American Society of Civil Engineers
    Abstract: In many parts of the world, design standards now require the assessment of risks. Measures of risk are often qualitative, with descriptors such as “high,”“low,”“intolerable,” or “negligible.” The practitioner is thus left ...
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    Explicit Expression for Beach Response to Non-Stationary Forcing near a Groyne 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): D. E. Reeve
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions to a beach evolution equation are obtained for the case where the initial beach shape may be an arbitrary function of position and where the forcing conditions may be a (known) function of time. The ...
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    Semianalytical Solutions of Shoreline Response to Time-Varying Wave Conditions 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): A. Zacharioudaki; D. E. Reeve
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions to an extended version of the one-line model for shoreline change are derived in this paper for two cases: (1) shoreline change when the evolution of an alongshore position is a known function of time; ...
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    Stochastic Model for Embayed Beaches 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): D. E. Reeve; Ying Li
    Publisher: American Society of Civil Engineers
    Abstract: Equilibrium models for beach morphology can be a useful engineering tool. In practice, conditions are rarely such that true equilibrium is reached or maintained. Nevertheless, equilibrium models have been used successfully ...
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