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    Open-Channel Flow Turbulence and Its Research Prospect in the 21st Century 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Iehisa Nezu
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Open‐Channel Flow Measurements with a Laser Doppler Anemometer</i>” by Iehisa Nezu and Wolfgang Rodf (May, 1986, Vol. 112, No. 5) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author(s): Iehisa Nezu; Wolfgang Rodi
    Publisher: American Society of Civil Engineers
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    Cellular Secondary Currents in Straight Conduit 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Iehisa Nezu; Hiroji Nakagawa
    Publisher: American Society of Civil Engineers
    Abstract: An investigation of cellular secondary currents, i.e., three‐dimensional flow patterns, is very important in hydraulic engineering because these currents might cause three‐dimensional sediment distributions and bed ...
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    Open‐channel Flow Measurements with a Laser Doppler Anemometer 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author(s): Iehisa Nezu; Wolfgang Rodi
    Publisher: American Society of Civil Engineers
    Abstract: A powerful two‐color Laser Doppler Anemometer (LDA) system, with direct digital signal processing has been used to measure accurately the longitudinal and vertical velocity components in two‐dimensional, fully‐developed ...
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    Turbulence Characteristics and Interaction between Particles and Fluid in Particle-Laden Open Channel Flows 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author(s): Iehisa Nezu; Ryoukei Azuma
    Publisher: American Society of Civil Engineers
    Abstract: Mechanism of sediment transport is composed of complicated interactions between turbulent flow, particle motion, and bed configurations. Of particular significance is the interaction between turbulence and particle motion, ...
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    Turbulent Structure in Compound Open‐Channel Flows 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Akihiro Tominaga; Iehisa Nezu
    Publisher: American Society of Civil Engineers
    Abstract: An investigation of three‐dimensional (3‐D) turbulent structure, including turbulence‐driven secondary currents in compound open‐channel flows, is a very important topic in hydraulic and river engineering, as well as in ...
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    Numerical Calculation of Turbulence Structure in Depth-Varying Unsteady Open-Channel Flows 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Iehisa Nezu; Michio Sanjou
    Publisher: American Society of Civil Engineers
    Abstract: Unsteady depth-varying open-channel flows are really observed in flood rivers. Owing to highly accurate laser Doppler anemometers (LDA), some valuable experimental databases of depth-varying unsteady open-channel flows are ...
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    Field Measurements of Secondary Currents in Straight Rivers 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Iehisa Nezu; Akihiro Tominaga; Hiroji Nakagawa
    Publisher: American Society of Civil Engineers
    Abstract: Basic knowledge of turbulent structures in open‐channel flows are now available from accurate experimental data that were obtained using a laser Doppler anemometer in laboratory flumes. Many of these experiments have, ...
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    Calculation of Compound‐Open‐Channel Flow 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): Dan Naot; Iehisa Nezu; Hiroji Nakagawa
    Publisher: American Society of Civil Engineers
    Abstract: Steps leading to the numerical study of the hydrodynamic behavior of a compound open channel are described. The method uses an algebraic stress model imbedded, together with an energy‐dissipation model, in a parabolic ...
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    Hydrodynamic Behavior of Compound Rectangular Open Channels 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Dan Naot; Iehisa Nezu; Hiroji Nakagawa
    Publisher: American Society of Civil Engineers
    Abstract: The hydrodynamic response of the turbulent flow in a compound rectangular open channel to the flood‐plain depth, roughness, and symmetry, and to the channel Reynolds number is demonstrated. The flow in the four basic ...
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