Effect of Increasing Antecedent Flows on Equilibrium Bed-Load Transport Rates in a Laboratory Channel with a Sand and Gravel Bed Channel-Reference-Cited by-同舟云学术

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Effect of Increasing Antecedent Flows on Equilibrium Bed-Load Transport Rates in a Laboratory Channel with a Sand and Gravel Bed Channel

Published:2021-10 Issue:10 Volume:147 Page:04021038
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Kuhnle Roger A.¹,Wren Daniel G.²^ORCID,Langendoen Eddy J.²^ORCID

Affiliation:

1. Research Hydraulic Engineer, National Sedimentation Laboratory, United States Dept. of Agriculture Agricultural Research Service, Oxford, MS 38655 (corresponding author).

2. Research Hydraulic Engineer, National Sedimentation Laboratory, United States Dept. of Agriculture Agricultural Research Service, Oxford, MS 38655. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001930

Reference36 articles.

1. Isolating roughness scales of gravel-bed patches

2. Incipient sediment motion on non-horizontal slopes

3. Davis, B. E., 2005. A guide to the proper selection and use of federally approved sediment and water-quality samplers, 35. Vicksburg, MS: Waterways Experiment Station.

4. The Role of Impulse on the Initiation of Particle Movement Under Turbulent Flow Conditions

5. Sampling Techniques for Gravel Sized Sediments

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