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    Discussion of “<i>Two‐Dimensional Channel Flows over Rough Surfaces</i>” by Coleman and Carlos V. Alonso (February, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): Walter H. Graf
    Publisher: American Society of Civil Engineers
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    Book Review: Erosion and Sedimentation 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Walter H. Graf
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Velocity Distribution in Smooth Rectangular Open Channels</i>” by Kandula V. N. Sarma, P. Lakshminarayana, and N. S. Lakshmana Rao (February, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Walter H. Graf
    Publisher: American Society of Civil Engineers
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    Discussion of “<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): Walter H. Graf
    Publisher: American Society of Civil Engineers
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    Momentum Transport in Sharp Open-Channel Bends 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Koen Blanckaert; Walter H. Graf
    Publisher: American Society of Civil Engineers
    Abstract: Flow in open-channel bends is characterized by cross-stream circulation, which redistributes the velocity and the boundary shear stress and thereby shapes the characteristic bed topography. Besides a center-region cell, ...
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    Mean Flow and Turbulence in Open-Channel Bend 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): Koen Blanckaert; Walter H. Graf
    Publisher: American Society of Civil Engineers
    Abstract: Flow over a developed bottom topography in a bend has been investigated experimentally. The measuring section is in the outer-bank half of the cross section at 60° into the bend. Spatial distributions of the mean velocities, ...
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    Fully Coupled Unsteady Mobile Boundary Flow Model 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): LuíR. P. Correia; Bommanna G. Krishnappan; Walter H. Graf
    Publisher: American Society of Civil Engineers
    Abstract: A fully coupled, one‐dimensional river model, capable of predicting sediment‐transport and bed‐level changes under unsteady flow conditions is described. The governing equations for mass and momentum balance of sediment‐water ...
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    Blench Equilibrium Parameters: Supplementary Data 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author(s): Walter H. Graf; Huu Hai Cao; James C. Bathurst
    Publisher: American Society of Civil Engineers
    Abstract: Previously reported data from sandbed rivers, gravel-bed rivers and laboratory flumes are reviewed. In this technical note, the data are supplemented with data sets from two different laboratory flumes. The first data set ...
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    Inception of Sediment Transport on Steep Slopes 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Walter H. Graf; Richard J. S. Whitehouse; Richard L. Soulsby; Jesper S. Damgaard
    Publisher: American Society of Civil Engineers
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