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    Discussion of “<i>Irregular Wave Overtopping on Gravel Islands</i>” by Nobuhisa Kobayashi and Allan M. Reece (November, 1983) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
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    Influence of Wind on Breaking Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: The influence of local wind on nearshore breaking waves was investigated in a laboratory wave‐wind flume. The breaker location, geometry, and type were found to depend strongly upon the wind direction. Onshore winds cause ...
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    Simple Conceptual Explanation of Down‐Drift Offset Inlets 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: A very simple, conceptual explanation of the cause of down‐drift offset inlets is presented. Sheltering of a time‐varying wave climate by the inlet's ebb‐tidal shoal causes the offset. Wave sheltering is defined to include ...
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    Closure to “<i>Simple Conceptual Explanation of Down‐Drift Offset Inlets</i>” by Scott L. Douglass (March/April, 1991, Vol. 117, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
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    Estimating Extreme Values of Run‐Up on Beaches 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: The limit of run-up on beaches has important coastal engineering and management implications. However, existing guidance on estimating run-up on sandy beaches is sparse and is based on parameters and models developed for ...
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    Estimating Landward Migration of Nearshore Constructed Sand Mounds 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: A model for the migration of submerged mounds constructed offshore of the day-to-day surf zone but within the depths disturbed by waves during storm events is developed. The model considers net shoreward sand transport due ...
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    Discussion of “<i>Hydrocompression Settlement of Deep Fills</i>” by Thomas L. Brandon, J. Michael Duncan, and William S. Gardner (October, 1990, Vol. 116, No. 10) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): Wesley Spang; Scott L. Hardman
    Publisher: American Society of Civil Engineers
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    Slope Failure Analysis Using Local Minimum Factor‐of‐Safety Approach 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): Scott L. Huang; Kenji Yamasaki
    Publisher: American Society of Civil Engineers
    Abstract: An approach using the minimum factors of safety against local failures is presented. The state of the effective stresses in a slope is calculated by the finite element method with the Drucker‐Prager nonlinear stress‐strain ...
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    Destabilization of Particles by Turbulent Rapid Mixing 

    Source: Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author(s): Appiah Amirtharajah; Scott L. Trusler
    Publisher: American Society of Civil Engineers
    Abstract: Destabilization of particles during coagulation is analyzed on the basis of collisions between colloidal particles and eddies of the size of the microscales of turbulence which carry the incipiently forming positively ...
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    Hydrodynamic Interaction Between a Platelet and an Erythrocyte: Effect of Erythrocyte Deformability, Dynamics, and Wall Proximity 

    Source: Journal of Biomechanical Engineering:;2013:;volume( 135 ):;issue: 005:;page 51002
    Author(s): Vahidkhah, Koohyar; Diamond, Scott L.; Bagchi, Prosenjit
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We present threedimensional numerical simulations of hydrodynamic interaction between a red blood cell (RBC) and a platelet in a wallbounded shear flow. The dynamics and large deformation of the RBC are fully resolved in ...
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