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    Discussion of “Green’s Function of the Linearized de Saint-Venant Equations” by Luca Ridolfi, Amilcare Porporato, and Roberto Revelli 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Cesar Mendoza
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Measurement and Prediction of Surface Shear Stress in Annular Flume</i>” by D. I. Graham, P. W. James, T. E. R. Jones, J. M. Davies, and E. A. Delo (September, 1992, Vol. 118, No. 9) 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Cesar Mendoza
    Publisher: American Society of Civil Engineers
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    Discussion of “Analyzing Turbulence Intensity in Gravel Bed Channels” by F. G. Carollo, V. Ferro, and D. Termini 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Cesar Mendoza; Donghuo Zhou
    Publisher: American Society of Civil Engineers
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    Flow through Porous Bed of Turbulent Stream 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Donghuo Zhou; Cesar Mendoza
    Publisher: American Society of Civil Engineers
    Abstract: An analysis of the flow through an inclined‐plane pervious substratum coupled to a turbulent, steady, uniform, and fully developed open channel flow above it is introduced. The porous material is taken to be homogeneous, ...
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    Effects of Porous Bed on Turbulent Stream Flow above Bed 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Cesar Mendoza; Donghuo Zhou
    Publisher: American Society of Civil Engineers
    Abstract: An analysis of the effects of the passive plane porous bed of an open channel on the steady, uniform, fully developed, two‐dimensional turbulent shear flow is presented. The effect of the pervious boundary on the free flow ...
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    Investigation of Turbulent Flow over Dunes 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Cesar Mendoza; Hsieh Wen Shen
    Publisher: American Society of Civil Engineers
    Abstract: The turbulent‐flow field above dunes is predicted with equations describing the transport of the kinetic energy of turbulence (k) its rate of dissipation (ε), and algebraic relations derived from a second‐moment turbulence ...
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    Weakly Nonlinear Stability Analysis for Dune Formation 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): Zhen-Gang Ji; Cesar Mendoza
    Publisher: American Society of Civil Engineers
    Abstract: A weakly nonlinear stability analysis of flows over erodible beds is conducted to investigate the formation of dunes. The flow is modeled with the steady vorticity transport equation and the sediment transport is described ...
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    Headwall Influence on Scour at Culvert Outlets 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Cesar Mendoza; Steven R. Abt; James F. Ruff
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates headwall influence on local scour downstream of culvert outlets. Scour holes produced by discharging jets of varying duration and magnitude through circular culverts onto a horizontal sand bed were ...
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    Unified Culvert Scour Determination 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Steven R. Abt; Randy L. Kloberdanz; Cesar Mendoza
    Publisher: American Society of Civil Engineers
    Abstract: An investigation conducted to derive a design procedure for estimating the dimensions of scour in a variety of noncohesive materials at culvert outlets is presented. Scour hole dimensions of depth, width, length and volume ...
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    Bed Form Resistances in Open Channel Flows 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Hsieh Wen Shen; Henry M. Fehlman; Cesar Mendoza
    Publisher: American Society of Civil Engineers
    Abstract: Many previous studies suggest the division of total resistance into skin resistance and form resistance without direct evidence. In this study, the skin resistance, form resistance, and total resistance are independently ...
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