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    Flow and Turbulence Structure around Abutments with Sloped Sidewalls 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author(s): Mete Koken; George Constantinescu
    Publisher: American Society of Civil Engineers
    Abstract: Results of eddy-resolving numerical simulations are used to investigate flow and turbulence structure around an isolated abutment with sloped sidewalls at conditions corresponding to the start (flatbed) and the end ...
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    Assessment of Predictive Capabilities of Detached Eddy Simulation to Simulate Flow and Mass Transport Past Open Cavities 

    Source: Journal of Fluids Engineering:;2007:;volume( 129 ):;issue: 011:;page 1372
    Author(s): Kyoungsik Chang; George Constantinescu; Seung-O Park
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The three-dimensional (3D) incompressible flow past an open cavity in a channel is predicted using the Spalart–Almaras (SA) and the shear-stress-transport model (SST) based versions of detached ...
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    Flow-Field Complexity and Design Estimation of Pier-Scour Depth: Sixty Years since Laursen and Toch 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Robert Ettema; George Constantinescu; Bruce W. Melville
    Publisher: American Society of Civil Engineers
    Abstract: This paper, written to celebrate the 60th anniversary of the Journal of Hydraulic Engineering, presents a structured, contemporary approach to scour-depth estimation that matches design method practicality to pier flow-field ...
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    Purging of a Neutrally Buoyant or a Dense Miscible Contaminant from a Rectangular Cavity. I: Case of an Incoming Laminar Boundary Layer 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Kyoungsik Chang; George Constantinescu; Seung-O. Park
    Publisher: American Society of Civil Engineers
    Abstract: The flow past two-dimensional (2D) channel cavities along with the removal of neutrally buoyant or dense miscible contaminants introduced instantaneously inside the cavity are studied using eddy resolving techniques. In ...
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    Purging of a Neutrally Buoyant or a Dense Miscible Contaminant from a Rectangular Cavity. II: Case of an Incoming Fully Turbulent Overflow 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Kyoungsik Chang; George Constantinescu; Seung-O. Park
    Publisher: American Society of Civil Engineers
    Abstract: Fully three-dimensional (3D) large-eddy simulation calculations of the flow past two-dimensional cavities for the case in which the incoming flow is fully turbulent are conducted to study the purging of neutrally buoyant ...
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    Implementation of a Hydraulic Routing Model for Dendritic Networks with Offline Coupling to a Distributed Hydrological Model 

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 011
    Author(s): Chi Chi Choi; George Constantinescu; Ricardo Mantilla
    Publisher: American Society of Civil Engineers
    Abstract: The authors present a new set of tools for solving the one-dimensional Saint-Venant equations (1D-SVEs) of flow transport throughout dendritic river networks. The numerical solver is integrated with a set of geoprocessing ...
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    Flow Heterogeneity over 3D Cluster Microform: Laboratory and Numerical Investigation 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Kyle B. Strom; Athanasios N. Papanicolaou; George Constantinescu
    Publisher: American Society of Civil Engineers
    Abstract: The present study examines the flow around a self-occurring cluster bed form and the use of general computation fluid dynamics methods for hydraulic and geophysical flow applications. This is accomplished through a ...
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    Numerical Investigation of Flow Hydrodynamics in a Channel with a Series of Groynes 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Andrew McCoy; George Constantinescu; Larry J. Weber
    Publisher: American Society of Civil Engineers
    Abstract: The flow hydrodynamics in a straight open channel containing a multiple-embayment groyne field on one of its sides is investigated numerically using large eddy simulation. The vertical groynes are fully emerged. The mean ...
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    2D Large-Eddy Simulation of Lock-Exchange Gravity Current Flows at High Grashof Numbers 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Seng Keat Ooi; George Constantinescu; Larry J. Weber
    Publisher: American Society of Civil Engineers
    Abstract: Lock-exchange gravity current flows produced by the instantaneous release of a heavy fluid are investigated by means of high-resolution two-dimensional (2D) large-eddy simulation (LES) using a dynamic subgrid scale model ...
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    Influence of Channel Aspect Ratio and Curvature on Flow, Secondary Circulation, and Bed Shear Stress in a Rectangular Channel Bend 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 012
    Author(s): Shalini Kashyap; George Constantinescu; Colin D. Rennie; Gavin Post; Ronald Townsend
    Publisher: American Society of Civil Engineers
    Abstract: Flow within an alluvial channel bend is significantly affected by channel geometry, including curvature ratio (bend radius/channel width,
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