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    Velocity Distributions in Open Channels and the Calculation of Discharge 

    Source: Journal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04025002-1
    Author(s): John D. Fenton
    Publisher: American Society of Civil Engineers
    Abstract: The accurate representation and integration of velocity measurements in open channels is important in irrigation and river engineering. The traditional approach for velocity is to use an approximate physical theory, giving ...
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    Velocity Distributions in Open Channels and the Calculation of Discharge 

    Source: Journal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04025002-1
    Author(s): John D. Fenton
    Publisher: American Society of Civil Engineers
    Abstract: The accurate representation and integration of velocity measurements in open channels is important in irrigation and river engineering. The traditional approach for velocity is to use an approximate physical theory, giving ...
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    Discussion of “Volume-Conservative Nonlinear Flood Routing” by Roland K. Price 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author(s): John D. Fenton
    Publisher: American Society of Civil Engineers
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    Closure to “<i>A Fifth‐Order Stokes Theory for Steady Waves</i>” by John D. Fenton, (March, 1985, Vol. 111, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): John D. Fenton
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Wave Forces on Vertical Walls</i>” by John D. Fenton (July, 1985, Vol. 111, No. 4) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): John D. Fenton
    Publisher: American Society of Civil Engineers
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    Wave Forces on Vertical Walls 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): John D. Fenton
    Publisher: American Society of Civil Engineers
    Abstract: Formulas are presented to third order in wave height for the force and moment exerted on a vertical wall by the complete reflection of waves with an arbitrary angle of incidence. These expressions show a number of unusual ...
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    A Fifth‐Order Stokes Theory for Steady Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): John D. Fenton
    Publisher: American Society of Civil Engineers
    Abstract: An alternative Stokes theory for steady waves in water of constant depth is presented where the expansion parameter is the wave steepness itself. The first step in application requires the solution of one nonlinear equation, ...
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    Discussion of &#x201c;Minimum Specific Energy and Transcritical Flow in Unsteady Open-Channel Flow&#x201d; by Oscar Castro-Orgaz and Hubert Chanson 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): John D. Fenton; Elham Darvishi
    Publisher: American Society of Civil Engineers
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    Application of Free-Surface Immersed-Boundary Lattice Boltzmann Method to Waves Acting on Coastal Structures 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Ayurzana Badarch; John D. Fenton; Tokuzo Hosoyamada
    Publisher: ASCE
    Abstract: A free-surface immersed-boundary lattice Boltzmann method for wave–structure interaction and hydrodynamic force estimation is introduced as a proposed model with example applications. The single-phase free-surface lattice ...
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    Two-Dimensional Simulation Model for Contour Basin Layouts in Southeast Australia. I: Rectangular Basins 

    Source: Journal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Manoj Khanna; Hector M. Malano; John D. Fenton; Hugh Turral
    Publisher: American Society of Civil Engineers
    Abstract: Contour basin irrigation layouts are used to irrigate rice and other cereal crops on heavy cracking soils in Southeast Australia. In this study, a physically based two-dimensional simulation model that incorporates all the ...
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