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    Hydraulic Jumps in Sediment‐Driven Bottom Currents 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Marcelo H. García
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments were conducted to observe the behavior of turbidity currents in the vicinity of a slope transition. Both sediment‐laden and saline hydraulic jumps were produced. The vertical structure of the currents ...
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    Depositional Turbidity Currents Laden with Poorly Sorted Sediment 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Marcelo H. Garcia
    Publisher: American Society of Civil Engineers
    Abstract: A layer‐averaged model for steady, spatially developing turbidity currents laden with poorly sorted sediment is presented together with laboratory experiments conducted to test several assumptions involved in the model ...
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    Discussion of “Note on the Analysis of Plunging of Density Flows” by Gary Parker and Horacio Toniolo 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Albert Dai; Marcelo H. García
    Publisher: American Society of Civil Engineers
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    Energy Dissipative Plunging Flows 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Albert Dai; Marcelo H. García
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of plunging flows using energy dissipation hypothesis is presented in this paper. The classic two-control-volume theory has recently been found questionable and needs to be corrected. In this study, we avoid ...
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    Computational Fluid Dynamics Modeling for the Design of Large Primary Settling Tanks 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Xiaofeng Liu; Marcelo H. García
    Publisher: American Society of Civil Engineers
    Abstract: Settling tanks are used to remove solids at wastewater treatment plants. Many numerical models have been proposed to simulate the settling process and to improve tank efficiency. In this research, a three-dimensional (3D) ...
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    Wall Similarity in Turbulent Open-Channel Flow 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Fabián López; Marcelo H. García
    Publisher: American Society of Civil Engineers
    Abstract: The present work demonstrates that the assumption of wall similarity in the equilibrium region of open channels leads to the definition of a constant, universal value for the normalized vertical flux of turbulent kinetic ...
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    Meandering Instability of a Vertical Plume 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Albert Dai; Marcelo H. García
    Publisher: American Society of Civil Engineers
    Abstract: The meandering instability of a two-dimensional vertical plume is considered in this paper. The base flow profile is derived using boundary layer approximation and similarity hypothesis, in the spirit of Blasius boundary ...
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    Pollution of Gravel Spawning Grounds by Deposition of Suspended Sediment 

    Source: Journal of Environmental Engineering:;2000:;Volume ( 126 ):;issue: 010
    Author(s): Xin Huang; Marcelo H. García
    Publisher: American Society of Civil Engineers
    Abstract: Observations have shown that accumulation of fine sediment in the pores of spawning open-work gravel have a detrimental effect on stream biota. The rate of deposition is intimately linked to the concentration of suspended ...
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    Three-Dimensional Numerical Model with Free Water Surface and Mesh Deformation for Local Sediment Scour 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Xiaofeng Liu; Marcelo H. García
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model for local sediment scour with free surface and automatic mesh deformation is constructed and numerical results are compared with experimental results. For the turbulence closure, the two equation
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    A Perturbation Solution for Bingham-Plastic Mudflows 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): Xin Huang; Marcelo H. García
    Publisher: American Society of Civil Engineers
    Abstract: An analytical solution is proposed for laminar mudflows and debris flows that can be modeled by a Bingham-plastic law. Two-dimensional, unsteady, nonuniform, Bingham flows released from a point source or a source of finite ...
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