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    Experimental Study of Wave‐Induced Longitudinal Vortices 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): H. M. Nepf; Stephen G. Monismith
    Publisher: American Society of Civil Engineers
    Abstract: Wind‐driven currents in estuaries, lakes, and the ocean are often observed to include strong longitudinal vortices, known as Langmuir cells. To test experimentally the theory developed by Craik and Leibovich that these ...
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    Bed Drag Coefficient Variability under Wind Waves in a Tidal Estuary 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Jeremy D. Bricker; Satoshi Inagaki; Stephen G. Monismith
    Publisher: American Society of Civil Engineers
    Abstract: In this paper we report the results of a study of the variation of shear stress and the bottom drag coefficient
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    Double Diffusive Effect on Desalination Discharges 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): Adrian Wing-Keung Law; Wei Fun Ho; Stephen G. Monismith
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, we report the behavior of a double-diffusive jet with a stability ratio
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    Evaluation of Advective Schemes for Estuarine Salinity Simulations 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Edward S. Gross; Jeffrey R. Koseff; Stephen G. Monismith
    Publisher: American Society of Civil Engineers
    Abstract: Several advective transport schemes are considered in the context of two-dimensional scalar transport. To review the properties of these transport schemes, results are presented for simple advective test cases. Wide variation ...
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    Three-Dimensional Salinity Simulations of South San Francisco Bay 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): Edward S. Gross; Jeffrey R. Koseff; Stephen G. Monismith
    Publisher: American Society of Civil Engineers
    Abstract: A conservative transport method and a two-equation turbulence closure model are added to an established three-dimensional hydrodynamic model. The resulting model is applied to simulate the development of the salinity field ...
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    Closure to “Evaluation of Advection Schemes for Estuary Transport” by Edward S. Gross, Jeffrey R. Koseff, and Stephen G. Monismith 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): Edward S. Gross; Jeffrey R. Koseff; Stephen G. Monismith
    Publisher: American Society of Civil Engineers
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    One-Dimensional Particle Tracking with Streamline Preserving Junctions for Flows in Channel Networks 

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Vamsi K. Sridharan; Stephen G. Monismith; Derek A. Fong; James L. Hench
    Publisher: American Society of Civil Engineers
    Abstract: A pseudo-three-dimensional particle tracking model of drifter paths has been developed to study the movement of scalars through a complex network of tidal channels and junctions. To better simulate dispersion caused by ...
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    Dynamics of Large Polymictic Lake. I: Field Observations 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Francisco J. Rueda; S. Geoffrey Schladow; Stephen G. Monismith; Mark T. Stacey
    Publisher: American Society of Civil Engineers
    Abstract: The internal dynamics of Clear Lake, California—a large, multibasin and polymictic lake—under stratified conditions is described in this work. Particular attention is paid to one of the subbasins of Clear Lake (Oaks Arm). ...
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    Turbulent Stresses and Secondary Currents in a Tidal-Forced Channel with Significant Curvature and Asymmetric Bed Forms 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Derek A. Fong; Stephen G. Monismith; Mark T. Stacey; Jon R. Burau
    Publisher: American Society of Civil Engineers
    Abstract: Acoustic Doppler current profilers are deployed to measure both the mean flow and turbulent properties in a channel with significant curvature. Direct measurements of the Reynolds stress show a significant asymmetry over ...
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    Evaluation of Advection Schemes for Estuary Transport 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): Steve G. Wallis; J. Russell Manson; Edward S. Gross; Jeffrey R. Koseff; Stephen G. Monismith
    Publisher: American Society of Civil Engineers
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