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    Depth-Averaged Model of Open-Channel Flows over an Arbitrary 3D Surface and Its Applications to Analysis of Water Surface Profile 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Tran Ngoc Anh; Takashi Hosoda
    Publisher: American Society of Civil Engineers
    Abstract: A new set of depth-averaged equations is introduced to study the flow over an arbitrary three-dimensional (3D) surface. These equations are derived based on a generalized curvilinear coordinate system attached to the 3D ...
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    Mathematical Modeling of the Injection of Grout into a Horizontal Slot 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): How Tion Puay; Takashi Hosoda
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a mathematical model for the injection of Bingham fluid as common grout material into a horizontal slot formed between parallel plates. The proposed model consisted of a grout reservoir model, a slot ...
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    Propagation of an Air-Water Interface from Pressurized to Free-Surface Flow in a Circular Pipe 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Hamid Bashiri-Atrabi; Takashi Hosoda; Hidekazu Shirai
    Publisher: American Society of Civil Engineers
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    Velocity Deformation Model for Unsteady Open-Channel Flows over Smooth and Rough Beds 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): Manoj Langhi; Takashi Hosoda; Subhasish Dey
    Publisher: American Society of Civil Engineers
    Abstract: A one-dimensional depth-averaged velocity deformation model is developed to study the characteristics of the unsteady flows in open channels. The vertical profile of the streamwise velocity is expressed in a power series, ...
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    Simulation of Air Cavity Advancing into a Straight Duct 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Hamid Bashiri Atrabi; Takashi Hosoda; Akihide Tada
    Publisher: American Society of Civil Engineers
    Abstract: Two fundamental one-dimensional (1D) models are proposed and applied to simulate the transient flows with the propagation of an interface in a water-filled duct. The proposed models are developed to simulate the unsteady ...
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    Boussinesq Models with Moving Boundaries and Their Applicability to Waves Generated by Lateral Oscillation and Bottom Deformation 

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 008:;page 04023023-1
    Author(s): Hidekazu Shirai; Shinichiro Onda; Takashi Hosoda
    Publisher: ASCE
    Abstract: This paper presents analytical solutions based on Boussinesq models with moving boundaries and their applicability to the phenomena of water waves: sloshing in a rectangular tank on an oscillation table generated by lateral ...
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    Three-Dimensional Numerical Model for Flow and Bed Deformation around River Hydraulic Structures 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Nobuhisa Nagata; Takashi Hosoda; Tatsuaki Nakato; Yoshio Muramoto
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a numerical model developed to simulate flow and bed deformation around river hydraulic structures. The model solved the fully three-dimensional, Reynolds-averaged Navier–Stokes equation expressed in ...
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    URANS Computations of Shallow Grid Turbulence 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Ichiro Kimura; Wim S. Uijttewaal; Takashi Hosoda; Md. Shahjahan Ali
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the unsteady Reynolds-averaged Navier–Stokes (URANS) computations of a quasi-two-dimensional (2D) grid turbulence in shallow open-channel flows, generated downstream of multiple piers aligned at regular ...
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