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    Bed-Suction Effects on Structure of Turbulent Open-Channel Flow 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): P. Prinos
    Publisher: American Society of Civil Engineers
    Abstract: The effects of bed suction on the structure of turbulent open-channel flow are studied numerically by solving the Reynolds-averaged Navier-Stokes equations. Two low- R turbulence models of the
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    Discussion of “<i>Hydrodynamic Behavior of Compound Rectangular Open Channels</i>” by Dan Naot, Iehisa Nezu, and Hiroji Nakagawa (March, 1993, Vol. 119, No. 3) 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 007
    Author(s): P. Prinos
    Publisher: American Society of Civil Engineers
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    Wall Suction Effects on the Structure of Fully Developed Turbulent Pipe Flow 

    Source: Journal of Fluids Engineering:;1996:;volume( 118 ):;issue: 001:;page 33
    Author(s): D. Sofialidis; P. Prinos
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effects of wall suction on the structure of fully developed pipe flow are studied numerically by solving the Reynolds averaged Navier-Stokes equations. Linear and nonlinear k-ε or k-ω low-Re ...
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    Numerical Study of Momentum Exchange in Compound Open Channel Flow 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): D. Sofialidis; P. Prinos
    Publisher: American Society of Civil Engineers
    Abstract: Compound open channel flow is studied numerically with a new nonlinear low-Reynolds
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    Compound Open-Channel Flow Modeling with Nonlinear Low-Reynolds <b><i>k</i></b>-ε Models 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): D. Sofialidis; P. Prinos
    Publisher: American Society of Civil Engineers
    Abstract: Turbulent flow in compound open channels is studied numerically with nonlinear
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