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    Slope‐area Discharge Gaging in Mountain Rivers 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author(s): James C. Bathurst
    Publisher: American Society of Civil Engineers
    Abstract: Tests of the slope‐area gaging technique at 16 sites in gravel and boulder‐bed rivers with slopes of 0.4–4% in upland Britain show that the field measurements must include detailed surveys of bed cross section and transverse ...
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    Discussion of “<i>Open‐Channel Flow Measurements with a Laser Doppler Anemometer</i>” by Iehisa Nezu and Wolfgang Rodf (May, 1986, Vol. 112, No. 5) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author(s): James C. Bathurst
    Publisher: American Society of Civil Engineers
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    Flow Resistance Estimation in Mountain Rivers 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): James C. Bathurst
    Publisher: American Society of Civil Engineers
    Abstract: Examination of the flow resistance of high‐gradient gravel and boulder‐bed rivers, using data collected in British mountain rivers with slopes of 0.4–4%, shows that there are differences in resistance variation between ...
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    Closure to “<i>Flow Resistance Estimation in Mountain Rivers</i>” by James C. Bathurst (April, 1985, Vol. 111, No. 4) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): James C. Bathurst
    Publisher: American Society of Civil Engineers
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    Effect of Coarse Surface Layer on Bed-Load Transport 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): James C. Bathurst
    Publisher: American Society of Civil Engineers
    Abstract: Existing bed-load transport formulas may overestimate the transport rate in mountain rivers by two orders of magnitude or more. Recently published field data sets provide an opportunity to take a fresh look at the bed-load ...
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    Discussion of “<i>Estimating Mean Velocity in Mountain Rivers</i>” by Colin R. Thome and Lyle W. Zevenbergen (April, 1985) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): James C. Bathurst
    Publisher: American Society of Civil Engineers
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    Field Measurement of Boulder Flow Drag 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author(s): James C. Bathurst
    Publisher: American Society of Civil Engineers
    Abstract: A field method for measuring the flow drag force on individual boulders on a riverbed is identified and tested. Drag is determined from the momentum deficit in the boulder wake, obtained by measuring the flow velocity in ...
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    Discussion of “<i>Formation and Effects of Alternate Bars</i>” by Martin N. R. Jaeggi (February, 1984, Vol. 110, No. 2) 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author(s): James C. Bathurst; Huu Hai Cao
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Turbulent Structure in a River Bend</i>” by Habib O. Anwar (August, 1986, Vol. 112, No. 8) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): James C. Bathurst; Colin R. Thorne; Richard D. Hey
    Publisher: American Society of Civil Engineers
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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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