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Slope‐area Discharge Gaging in Mountain Rivers
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 ...
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)
Publisher: American Society of Civil Engineers
Flow Resistance Estimation in Mountain Rivers
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 ...
Closure to “<i>Flow Resistance Estimation in Mountain Rivers</i>” by James C. Bathurst (April, 1985, Vol. 111, No. 4)
Publisher: American Society of Civil Engineers
Effect of Coarse Surface Layer on Bed-Load Transport
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 ...
Discussion of “<i>Estimating Mean Velocity in Mountain Rivers</i>” by Colin R. Thome and Lyle W. Zevenbergen (April, 1985)
Publisher: American Society of Civil Engineers
Field Measurement of Boulder Flow Drag
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 ...
Discussion of “<i>Formation and Effects of Alternate Bars</i>” by Martin N. R. Jaeggi (February, 1984, Vol. 110, No. 2)
Publisher: American Society of Civil Engineers
Discussion of “<i>Turbulent Structure in a River Bend</i>” by Habib O. Anwar (August, 1986, Vol. 112, No. 8)
Publisher: American Society of Civil Engineers
Blench Equilibrium Parameters: Supplementary Data
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 ...