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    Closure to “<i>Incipient Motion of Sand Particles on Side Slopes</i>” by Syunsuke Ikeda (January, 1982) 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author(s): Syunsuke Ikeda
    Publisher: American Society of Civil Engineers
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    Prediction of Alternate Bar Wavelength and Height 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Syunsuke Ikeda
    Publisher: American Society of Civil Engineers
    Abstract: Several formulas are theoretically and empirically proposed for the alternate bar wavelength. These formulas are tested with laboratory data presented herein and those reported by other workers. It is found that one formula ...
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    Closure to “<i>Lateral Bed Load Transport on Side Slopes</i>” by Syunsuke Ikeda (November, 1982) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Syunsuke Ikeda
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Bed Topography in Bends of Sand‐Silt Rivers</i>” by Syunsuke Ikeda and Tatsuya Nishimura (November, 1985) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Syunsuke Ikeda; Tatsuya Nishimura
    Publisher: American Society of Civil Engineers
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    Flow and Bed Profile in Meandering Sand‐Silt Rivers 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author(s): Syunsuke Ikeda; Tatsuya Nishimura
    Publisher: American Society of Civil Engineers
    Abstract: Mathematical models for defining three‐dimensional flow and bed topography in sinuous channels with suspendable bed material are presented. It is shown theoretically that the secondary flow in sinuous channels shows a ...
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    Sediment Suspension with Rippled Bed 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Syunsuke Ikeda; Takashi Asaeda
    Publisher: American Society of Civil Engineers
    Abstract: Experiments on the suspension of sediment were performed in flume with and without sediment layer on the bottom. For movable bed runs three‐dimensional sand ripples were found to affect seriously the features of suspended ...
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    Bed Topography in Bends of Sand‐Silt Rivers 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author(s): Syunsuke Ikeda; Tatsuya Nishimura
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model for defining the lateral bed topography in bends of sand‐silt rivers is presented. The model includes the effects of suspended sediment that have not been considered in the existing models. The major ...
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    Three-Dimensional Organized Vortices above Flexible Water Plants 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Syunsuke Ikeda; Minoru Kanazawa
    Publisher: American Society of Civil Engineers
    Abstract: Open channel flow over flexible bottom vegetation is studied experimentally. Two-component laser-Doppler velocimetry is used to measure the longitudinal and vertical velocity components of the flow field. It is observed ...
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    Bed Topography and Sorting in Bends 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Syunsuke Ikeda; Masashige Yamasaka; Masaaki Chiyoda
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model for defining the bed topography and the bed material size distribution in uniformly curved bends of alluvial rivers is developed, in which the coarsening of sediment size toward the outside bank is ...
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    Effects of Pile Dikes on Flow Retardation and Sediment Transport 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Syunsuke Ikeda; Norihiro Izumi; Rikio Ito
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model for defining lateral distributions of fluid velocity and suspended sediment concentration in straight channels with pile dikes near the banks is presented. Singular perturbation and matched asymptotic ...
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