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    Validation of SWRRB—Simulator for Water Resources in Rural Basins 

    Source: Journal of Water Resources Planning and Management:;1987:;Volume ( 113 ):;issue: 002
    Author(s): J. G. Arnold; J. R. Williams
    Publisher: American Society of Civil Engineers
    Abstract: A model called SWRRB (simulator for water resources in rural basins) was developed for simulating hydrologic and related processes in rural basins. The SWRRB model was developed by modifying the CREAMS (chemicals, runoff, ...
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    Large Eddy Simulation of Vortex Shedding from Cubic Obstacle 

    Source: Journal of Aerospace Engineering:;1999:;Volume ( 012 ):;issue: 004
    Author(s): T. G. Thomas; J. J. R. Williams
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the large eddy simulation technique as applied to vortex shedding from a cubic obstacle placed in a turbulent wind environment and presents results from a recent large-scale computation of this flow. ...
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    Detached Eddy Simulation of Free-Surface Flow Around a Submerged Submarine Fairwater 

    Source: Journal of Fluids Engineering:;2012:;volume( 134 ):;issue: 006:;page 61103
    Author(s): Z. Ikram; E. J. Avital; J. J. R. Williams
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effects of reducing submergence depth around a submerged submarine fairwater without its associated appendages is numerically studied using detached eddy simulation. The submerged body is ...
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    Simulator for Water Resources in Rural Basins 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): J. R. Williams; A. D. Nicks; J. G. Arnold
    Publisher: American Society of Civil Engineers
    Abstract: A model called SWRRB (Simulator for Water Resources in Rural Basins) was developed for simulating hydrologic and related processes in rural basins. The objective in model development was to predict the effect of management ...
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    Numerical Simulation of Flow over a Rough Bed 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): K. M. Singh; N. D. Sandham; J. J. R. Williams
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of a direct numerical simulation (DNS) of turbulent flow over the rough bed of an open channel. We consider a hexagonal arrangement of spheres on the channel bed. The depth of flow has been taken ...
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    Accounting for Conceptual Soil Erosion and Sediment Yield Modeling Uncertainty in the APEX Model Using Bayesian Model Averaging 

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 006
    Author(s): X. Wang; H. Yen; J. Jeong; J. R. Williams
    Publisher: American Society of Civil Engineers
    Abstract: The effects of soil erosion and sedimentation are important for natural resources conservation planning. However, although tremendous resources have been invested in developing more erosion models, the prevailing modeling ...
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    Continuous-Time Water and Sediment-Routing Model for Large Basins 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): J. G. Arnold; J. R. Williams; D. R. Maidment
    Publisher: American Society of Civil Engineers
    Abstract: Simulation models are needed to evaluate the impact of changes in land use and agricultural management on streamflow and sediment yields from watersheds and river basins. Current agricultural-management models are limited ...
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    Friction Parameters for Flows in Nearly Flat Tidal Channels 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 010
    Author(s): Rahman H. Khatibi; John J. R. Williams; Peter R. Wormleaton
    Publisher: American Society of Civil Engineers
    Abstract: A numerical study of friction parameters associated with nearly flat tidal channels is reported. Such empirical parameters are often back-calculated using complex flow equations through a procedure referred to as “inverse ...
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    Identification Problem of Open-Channel Friction Parameters 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Rahman H. Khatibi; John J. R. Williams; Peter R. Wormleaton
    Publisher: American Society of Civil Engineers
    Abstract: Values of calibration parameters embedded in open-channel flow equations normally are ascertained using observation data that often contains Gaussian noise. These values subsequently suffer from induced errors even if they ...
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    Numerical Simulation of Shoaling Broad-Crested Internal Solitary Waves 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): H. Zhu; L. L. Wang; E. J. Avital; H. W. Tang; J. J. R. Williams
    Publisher: American Society of Civil Engineers
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