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    Erratum for “Free-Surface versus Rigid-Lid LES Computations for Bridge-Abutment Flow” by Sibel Kara, Mustafa C. Kara, Thorsten Stoesser, and Terry W. Sturm 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Thorsten Stoesser
    Publisher: American Society of Civil Engineers
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    Turbulence Statistics in an Open-Channel Flow over a Rough Bed 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author(s): Sandeep Bomminayuni; Thorsten Stoesser
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a large-eddy simulation (LES) of turbulent flow over a channel bed artificially roughened by hemispheres. The Reynolds number of the flow based on the channel depth is 13,680 at a relatively ...
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    Effect of Floodplain Obstructions on the Discharge Conveyance Capacity of Compound Channels 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 011
    Author(s): Saad Mulahasan; Thorsten Stoesser; Richard McSherry
    Publisher: American Society of Civil Engineers
    Abstract: Results of an experimental study into steady uniform flows in compound open channels with cylindrical obstructions designed to mimic emergent vegetation is presented. Two configurations—fully covered floodplain and one-line ...
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    Evaluation of Low Reynolds Number Turbulence Models for an Open-Channel Flow over a Rough Bed Using LES Data 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 006
    Author(s): Sandeep Bomminayuni; Thorsten Stoesser; Nils Reidar Boe Olsen
    Publisher: American Society of Civil Engineers
    Abstract: There are quite a few studies investigating low Reynolds number turbulence models for predicting the near-wall flow over smooth walls. However, analogous work over rough walls is sparse despite the fact that many flows of ...
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    Clear Water Abutment Scour in a Compound Channel for Extreme Hydrologic Events 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): Seung Ho Hong; Terry W. Sturm; Thorsten Stoesser
    Publisher: American Society of Civil Engineers
    Abstract: Peak discharges during large floods can often result in submerged orifice flow (also called “pressure flow”), or embankment and bridge overtopping flow, in which the embankment and abutment foundation of a bridge are ...
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    Free-Surface versus Rigid-Lid LES Computations for Bridge-Abutment Flow 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Sibel Kara; Mustafa C. Kara; Thorsten Stoesser; Terry W. Sturm
    Publisher: American Society of Civil Engineers
    Abstract: Two separate large eddy simulations (LES) are carried out to investigate the effects of accurate computation of the curvilinear water-surface deformation of the flow through a bridge contraction. One LES employs the rigid-lid ...
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    Large Eddy Simulation of Flow and Tracer Transport in Multichamber Ozone Contactors 

    Source: Journal of Environmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Dongjin Kim; Doo-Il Kim; Jae-Hong Kim; Thorsten Stoesser
    Publisher: American Society of Civil Engineers
    Abstract: Three-dimensional numerical analyses of flow and transport characteristics in two representative multichamber ozone contactor models with different chamber width were conducted using large eddy simulation (LES). Both ...
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    Concentration-Based Decomposition of the Flow around a Confined Cylinder in a UV Disinfection Reactor 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Varun Gandhi; Duncan B. Bryant; Scott A. Socolofsky; Thorsten Stoesser; Jae-Hong Kim
    Publisher: American Society of Civil Engineers
    Abstract: The proper orthogonal decomposition (POD) is applied to spatial concentration data, obtained using laser-induced fluorescence (LIF), for the flow around a confined circular cylinder (R=4,900) and compared with their ...
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    Effect of Bridge Abutment Length on Turbulence Structure and Flow through the Opening 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Ken Vui Chua; Bruño Fraga; Thorsten Stoesser; Seung Ho Hong; Terry Sturm
    Publisher: American Society of Civil Engineers
    Abstract: The method of large eddy simulation (LES) was employed to investigate the flow and turbulence structure around bridge abutments of different lengths placed in a compound, asymmetric channel. The simulations were faithful ...
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    Effect of Bridge Abutment Length on Turbulence Structure and Flow through the Opening 

    Source: Journal of Hydraulic Engineering:;2019:;Volume (0145):;issue:006
    Author(s): Ken Vui Chua;Bruño Fraga;Thorsten Stoesser;Seung Ho Hong;Terry Sturm
    Publisher: American Society of Civil Engineers
    Abstract: The method of large eddy simulation (LES) was employed to investigate the flow and turbulence structure around bridge abutments of different lengths placed in a compound, asymmetric channel. The simulations were faithful ...
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