Hasil Pencarian - Ben R. Hodges

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  1. 1
    An Artificial Compressibility Method for 1D Simulation of Open-Channel and Pressurized-Pipe Flow

    An Artificial Compressibility Method for 1D Simulation of Open-Channel and Pressurized-Pipe Flow oleh Ben R. Hodges

    Diterbitkan 2020-06-01
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  2. 2
    Revisiting Surface-Subsurface Exchange at Intertidal Zone with a Coupled 2D Hydrodynamic and 3D Variably-Saturated Groundwater Model

    Revisiting Surface-Subsurface Exchange at Intertidal Zone with a Coupled 2D Hydrodynamic and 3D Variably-Saturated Groundwater Model oleh Zhi Li, Ben R. Hodges

    Diterbitkan 2021-03-01
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  3. 3
    Innovative Approaches for Geometric Uncertainty Quantification in an Operational Oil Spill Modeling System

    Innovative Approaches for Geometric Uncertainty Quantification in an Operational Oil Spill Modeling System oleh Dongyu Feng, Paola Passalacqua, Ben R. Hodges

    Diterbitkan 2019-08-01
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  4. 4
    Effects of morphology in controlling propagation of density currents in a reservoir using uncalibrated three-dimensional hydrodynamic modeling

    Effects of morphology in controlling propagation of density currents in a reservoir using uncalibrated three-dimensional hydrodynamic modeling oleh Behnam Zamani, Manfred Koch, Ben R. Hodges

    Diterbitkan 2020-04-01
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  5. 5
    Automated Detection of Instability-Inducing Channel Geometry Transitions in Saint-Venant Simulation of Large-Scale River Networks

    Automated Detection of Instability-Inducing Channel Geometry Transitions in Saint-Venant Simulation of Large-Scale River Networks oleh Cheng-Wei Yu, Ben R. Hodges, Frank Liu

    Diterbitkan 2021-08-01
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  6. 6
    Effects of Hydropower Reservoir Withdrawal Temperature on Generation and Dissipation of Supersaturated TDG

    Effects of Hydropower Reservoir Withdrawal Temperature on Generation and Dissipation of Supersaturated TDG oleh Lei Tang, Ran Li, Ben R. Hodges, Jingjie Feng , Jingying Lu

    Diterbitkan 2020-06-01
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  7. 7
    An expanded rating curve model to estimate river discharge during tidal influences across the progressive-mixed-standing wave systems.

    An expanded rating curve model to estimate river discharge during tidal influences across the progressive-mixed-standing wave systems. oleh Allan E Jones, Amber K Hardison, Ben R Hodges, James W McClelland, Kevan B Moffett

    Diterbitkan 2019-01-01
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