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    Incipient Motion of Sand‐Gravel Sediment Mixtures 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): Roger A. Kuhnle
    Publisher: American Society of Civil Engineers
    Abstract: Experiments on the incipient motion of gravel and sand mixtures of 0:100, 10:90, 25:75, 45:55, and 100:0 percent ratios of gravel and sand, respectively, were made in a laboratory flume. A series of transport experiments ...
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    Bed‐Surface Size Changes in Gravel‐Bed Channel 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): Roger A. Kuhnle
    Publisher: American Society of Civil Engineers
    Abstract: Equilibrium sediment transport experiments were made in two flumes, one with a 6‐m long by 0.15‐m wide channel and the other with an 11‐m long and either 0.74‐ or 0.53‐m wide channel. The sediment (0.1 to 32 mm,
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    Closure to “Incipient Motion of Sand‐Gravel Sediment Mixtures” by Roger A. Kuhnle 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Roger A. Kuhnle
    Publisher: American Society of Civil Engineers
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    Mean Size Distribution of Bed Load on Goodwin Creek 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Roger A. Kuhnle; Joe C. Willis
    Publisher: American Society of Civil Engineers
    Abstract: Goodwin Creek is a steep (bed slope of study reach = 0.003) gravel-bed stream in the bluff-line hills east of the Mississippi River floodplain in the north-central part of the state of Mississippi. Records of the flow for ...
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    Statistics of Sediment Transport in Goodwin Creek 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Roger A. Kuhnle; Joe C. Willis
    Publisher: American Society of Civil Engineers
    Abstract: Sand and gravel transport were sampled in flow rates from just above to several times the critical shear stress of the bed material at two sites on Goodwin Creek, Mississippi. Transport rates representative of the channel ...
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    Bed Topography and Sand Transport Responses to a Step Change in Discharge and Water Depth 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Daniel G. Wren; Eddy J. Langendoen; Roger A. Kuhnle
    Publisher: American Society of Civil Engineers
    Abstract: At base-flow conditions, ephemeral streams with mobile beds may inherit bed topography caused by previous higher flow events, resulting in bed topography that is not in equilibrium with flow conditions. Major flow events ...
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    Erosion of Sand from a Gravel Bed 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Roger A. Kuhnle; Daniel G. Wren; Eddy J. Langendoen
    Publisher: American Society of Civil Engineers
    Abstract: Cleaning of fine sediment out of gravel streambeds has become an important method to restore affected stream habitats. Introducing the increased flows needed to entrain fine sediments without eroding the coarser fractions ...
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    Local Scour Associated with Angled Spur Dikes 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): Roger A. Kuhnle; Carlos V. Alonso; F. Douglas Shields, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments were conducted in which the volume of the scour hole associated with model spur dikes was measured in a laboratory flume under clear-water overtopping flows. Spur dike models were angled at 45, 90, ...
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    Measured and Simulated Flow near a Submerged Spur Dike 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Roger A. Kuhnle; Yafei Jia; Carlos V. Alonso
    Publisher: American Society of Civil Engineers
    Abstract: To improve knowledge of the flow and scour processes associated with spur dikes, three-dimensional flow velocities were measured at 2,592 points using an acoustic Doppler velocimeter over a fixed flat bed with a trapezoidal ...
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    Validation of Bed-Load Transport Measurements with Time-Sequenced Bathymetric Data 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 007
    Author(s): David Abraham; Roger A. Kuhnle; A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: Advances in bathymetric data acquisition have made it possible to explore alternative methods for measuring bed-load transport in rivers. The method validated herein consists of measuring rates of bed scour by using ...
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