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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 ...
LRFD Calibration of Facing Limit States for Soil Nail Walls
Publisher: ASCE
Abstract: This paper presents the results of load and resistance factor design (LRFD) calibration of the facing limit states for soil nail walls. The current AASHTO facing load model and a modified model together with the AASHTO ...
Analysis of Soil-Steel Bar Mat Pullout Models Using a Statistical Approach
Publisher: American Society of Civil Engineers
Abstract: Steel bar mat is a common reinforcing material in mechanically stabilized earth (MSE) walls. The current method to calculate the pullout capacity of these materials is an empirical-based formulation found in AASHTO and ...
Influence of Selection of Soil and Interface Properties on Numerical Results of Two Soil–Geosynthetic Interaction Problems
Publisher: American Society of Civil Engineers
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