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    Simulation-Based Approach for Stream Restoration Structure Design: Model Development and Validation 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): A. Khosronejad; J. L. Kozarek; F. Sotiropoulos
    Publisher: American Society of Civil Engineers
    Abstract: We develop, validate, and demonstrate the potential of Virtual StreamLab (VSL3D), a novel three-dimensional hydromorphodynamics computational model capable of simulating turbulent flow and sediment transport in natural ...
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    Effect of Inlet Turbulent Boundary Conditions on Scour Predictions of Coupled LES and Morphodynamics in a Field-Scale River: Bankfull Flow Conditions 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): A. Khosronejad; K. Flora; S. Kang
    Publisher: ASCE
    Abstract: This paper presents a systematic numerical investigation to study the effects of inlet turbulent boundary conditions on the coupled hydrodynamics and morphodynamics computations of a natural river, the Feather River, located ...
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    3D Numerical Modeling of Flow and Sediment Transport in Laboratory Channel Bends 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): A. Khosronejad; C. D. Rennie; S. A. A. Salehi Neyshabouri; R. D. Townsend
    Publisher: American Society of Civil Engineers
    Abstract: The development of a fully three-dimensional finite volume morphodynamic model, for simulating fluid and sediment transport in curved open channels with rigid walls, is described. For flow field simulation, the Reynolds-averaged ...
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    Comparative Hydrodynamic Study of Rigid-Lid and Level-Set Methods for LES of Open-Channel Flow 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): A. Khosronejad; M. Ghazian Arabi; D. Angelidis; E. Bagherizadeh; K. Flora; A. Farhadzadeh
    Publisher: American Society of Civil Engineers
    Abstract: Computational modeling of open-channel flows at low Froude (F) numbers is often carried out using the rigid-lid assumption to prescribe the water surface location. However, the presence of wall-mounted hydraulic structures ...
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