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    Discussion of “<i>Cohesive Material Erosion by Unidirectional Current</i>” by J. William Kamphuis and Kevin R. Hall (January, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Emmanuel Partheniades
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Two‐Dimensional Model of Mud Transport</i>” by Peter Cole and Gordon V. Miles (January, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Emmanuel Partheniades
    Publisher: American Society of Civil Engineers
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    A Theoretical Explanation of the Fetch- and Duration-Limited Laws 

    Source: Journal of Physical Oceanography:;2012:;Volume( 043 ):;issue: 002:;page 233
    Author(s): Fontaine, Emmanuel
    Publisher: American Meteorological Society
    Abstract: he evolution of wind-induced ocean waves is studied theoretically. The modeling assumes that wave groups evolve independently of each other in a state of local equilibrium between wind-pumping- and wave-breaking-induced ...
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    Discussion of “<i>Experiments on Saline Wedge</i>” by Frank E. Sargent and Gerhard H. Jirka (October, 1987, Vol. 113, No. 10) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): Emmanuel Partheniades
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Shoaling Processes in Navigable Waters</i>” by the Task Committee on Causes and Effects of Shoaling in Navigable Waters (May, 1983) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Emmanuel Partheniades
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Two‐Layer Model of Saline Wedge. I: Entrainment and Interfacial Friction</i>” by Masamitsu Arita and Gerhard H. Jirka (October, 1987, Vol. 113, No. 10) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): Emmanuel Partheniades
    Publisher: American Society of Civil Engineers
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    Coherent Turbulent Structures within Open-Channel Lateral Cavities 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Emmanuel Mignot; Wernher Brevis
    Publisher: ASCE
    Abstract: In the mixing layer at the interface between an open-channel flow and its adjacent lateral open-channel cavity, vortices are periodically shed and advected towards the downstream corner. As these vortices impinge the ...
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    Uncertainty Quantification in Support of Severe Accident Analysis Code User Confidence Using MELCOR-DAKOTA 

    Source: Journal of Nuclear Engineering and Radiation Science:;2022:;volume( 008 ):;issue: 003:;page 31703-1
    Author(s): Boafo; Emmanuel K.;Numapau Gyamfi; Emmanuel
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Uncertainty and Sensitivity analysis methods are often used in severe accident analysis for validating the complex physical models employed in the system codes that simulate such scenarios. This is necessitated by the large ...
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    Effect of Side Wind on a Simplified Car Model: Experimental and Numerical Analysis 

    Source: Journal of Fluids Engineering:;2009:;volume( 131 ):;issue: 002:;page 21104
    Author(s): Emmanuel Guilmineau; Francis Chometon
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A prior analysis of the effect of steady cross wind on full size cars or models must be conducted when dealing with transient cross wind gust effects on automobiles. The experimental and ...
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    Elastic Stiffness of Flared Bridge Columns with Foundation Springs 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    Author(s): Emmanuel A. Maragakis
    Publisher: American Society of Civil Engineers
    Abstract: The elastic stiffness of columns is a parameter extensively used for the dynamic and static analysis of bridges. The analytic exact estimation of this parameter is very complicated when the geometry and boundary conditions ...
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