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    Bedload Transport in Gravel‐Bed Streams 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Panayiotis Diplas
    Publisher: American Society of Civil Engineers
    Abstract: Field data obtained from Oak Creek are used to study the bedload transport in gravel‐bed streams. A similarity approach is used to delineate a functional relationship obtained for the bedload transport rate based on a ...
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    Discussion of “<i>Measures of Flow Intensity as Predictors of Bed Load</i>” by Michael A. Carson (November 1987, Vol. 113 No. 11) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): Panayiotis Diplas
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Critique of the Regime Theory for Alluvial Channels</i>” by M. A. Stevens and C. F. Nordin, Jr. (November 1987, Vol. 113, No. 11) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): Panayiotis Diplas
    Publisher: American Society of Civil Engineers
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    Characteristics of Self‐Formed Straight Channels 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Panayiotis Diplas
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments were conducted to study various aspects of the mechanics of self‐formed, stable, straight alluvial channels in the presence of bed‐load transport. The assumptions used for the formulation of the ...
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    Closure to “<i>Bedload Transport in Gravel‐Bed Streams</i>” by Panayiotis Diplas (March, 1987, Vol. 113, No. 3) 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 012
    Author(s): Panayiotis Diplas
    Publisher: American Society of Civil Engineers
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    Book Reviews: Manual on Alluvial Canals 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Panayiotis Diplas
    Publisher: American Society of Civil Engineers
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    Hydraulic Geometry of Threshold Channels 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Panayiotis Diplas; Gregorio Vigilar
    Publisher: American Society of Civil Engineers
    Abstract: The shape and dimensions of the cross section of a straight threshold channel are obtained by numerically solving the momentum balance equation for the fluid and the force balance equation for a sediment particle at the ...
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    Modeling Unsteady Flow Characteristics of Hydropeaking Operations and Their Implications on Fish Habitat 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Yi Shen; Panayiotis Diplas
    Publisher: American Society of Civil Engineers
    Abstract: Reservoir releases associated with energy production and flood mitigation need to be reconciled with efforts to maintain healthy ecosystems in regulated rivers. Unsteady flow phenomena caused by hydropeaking operations ...
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    Special Issue on River Flow Hydrodynamics: Physical and Ecological Aspects 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Fotis Sotiropoulos; Panayiotis Diplas
    Publisher: American Society of Civil Engineers
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    Bedload Transport in Gravel-Bed Streams with Unimodal Sediment 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Jaber H. Almedeij; Panayiotis Diplas
    Publisher: American Society of Civil Engineers
    Abstract: Bedload transport in many gravel-bed streams becomes highly complicated because of the nonuniformity of the grain size and the vertical stratification of channel bed material. A new relation for computing bedload transport ...
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