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    Steady and Unsteady Simulations of Turbulent Flow and Transport in Ultraviolet Disinfection Channels 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
    Abstract: The effects of unsteadiness in the turbulent flow through a staggered array of circular cylinders, modeling an ultraviolet disinfection system, are studied by means of solutions of the two-dimensional Reynolds-averaged ...
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    Closure to “<i>Unsteady Sediment‐Transport Modeling</i>” by Dennis A. Lyn (January, 1987, Vol. 113, No. 1) 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
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    Resistance in Flat‐Bed Sediment‐Laden Flows 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
    Abstract: The effect on flow resistance in uniform flat‐bed open‐channel flows due to suspended sediment is investigated. Flows with and without an equilibrium sand bed are studied in a laboratory channel. Three well‐sorted natural ...
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    Closure to “<i>Resistance in Flat‐Bed Sediment‐Laden Flows</i>” by D. A. Lyn (January, 1991, Vol. 117, No. 1) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
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    Pressure-Flow Scour: A Reexamination of the HEC-18 Equation 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
    Abstract: Unsatisfactory features of the equation that is recommended in a standard reference on bridge scour (commonly known as HEC-18) for predicting pressure-flow scour are pointed out. These are found to stem from the basic model ...
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    Discussion of “Bottom Slot Discharge Outlet for Combined Sewer Diversion Structure” by James W. Lewis, Steven J. Wright, Mark Pribak, and James Sherrill 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 009
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Turbulence Measurements in Open‐Channel Flows over Artificial Bed Forms</i>” by D. A. Lyn (March, 1993, Vol. 119, No. 3) 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
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    Asymptotic Analysis of Intraparticle Diffusion in GAC Batch Reactors 

    Source: Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
    Abstract: The homogeneous surface-diffusion model (HSDM) and the pore-surface-diffusion model (PSDM) for adsorption on granular activated carbon in a completely mixed batch reactor are examined in the near-equilibrium regime. In ...
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    Turbulence Characteristics of Sediment‐Laden Flows in Open Channels 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
    Abstract: The turbulence characteristics of sediment‐laden flows in open channels are investigated using two‐component laser‐Doppler velocimetry. Suspensions of well‐sorted sands with diameters ranging from 0.15 mm to 0.24 mm, flowing ...
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    Turbulence Measurements in Open‐Channel Flows over Artificial Bed Forms 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): D. A. Lyn
    Publisher: American Society of Civil Engineers
    Abstract: Measurements of mean and turbulence characteristics in uniform open‐channel flows of constant mean depth over artificial fixed one‐dimensional periodic bed features were obtained using two‐component laser‐Doppler velocimetry. ...
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