Abstract

Bed-load transport is an important process impacting riverine morphology, but until recently it has proven difficult to measure in large sand-bed rivers. Integrated Section, Surface Difference Over Time, version 2 (ISSDOTv2) method provides a means of quantifying the bed load in large sand-bed rivers. A series of flume experiments, which included frequent measurements of bed topography and an independent measurement of bed load across a range of flows, was used to provide validation for the ISSDOTv2 method. The mean difference between the ISSDOTv2 calculations and the estimated bed load was 5.6% (high flow), 12.9% (medium flow), and 56% (low flow), indicating improved accuracy for higher flow and transport conditions. It was also found that the ISSDOTv2 method responded appropriately to rapid step-downs in flow, as indicated by agreement between ISSDOTv2 load results and accompanying independent measurements of bed load.

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Data Availability Statement

Basic hydraulic and load data such as flow rate, slope, flow depth, bed shear, load measurements (Sedflux, estimated, and total), and ISSDOTv2 bed-load measurements that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was funded by the USACE’s Regional Sediment Management Program. The authors would also like to acknowledge the ASCE reviewers for their thoughtful comments and suggestions.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 148Issue 3March 2022

History

Received: Apr 22, 2021
Accepted: Nov 8, 2021
Published online: Jan 5, 2022
Published in print: Mar 1, 2022
Discussion open until: Jun 5, 2022

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Tate O. McAlpin [email protected]
Research Physicist, US Army Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS 39180 (corresponding author). Email: [email protected]
Hydraulic Engineer, National Sedimentation Laboratory, US Department of Agriculture, Agricultural Research Service, Oxford, MS 38655. ORCID: https://orcid.org/0000-0002-6262-1940
Keaton E. Jones
Research Hydraulic Engineer, US Army Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS 39180.
David D. Abraham
Research Hydraulic Engineer, US Army Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS 39180.
Roger A. Kuhnle, M.ASCE
Hydraulic Engineer, National Sedimentation Laboratory, US Department of Agriculture, Agricultural Research Service, Oxford, MS 38655.

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Cited by

  • Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume, Journal of Hydraulic Engineering, 10.1061/JHEND8.HYENG-13769, 150, 4, (2024).
  • Uncertainty for the ISSDOTv2 Bedload Measurement Method, Journal of Hydraulic Engineering, 10.1061/JHEND8.HYENG-13505, 149, 9, (2023).
  • Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016, Journal of Hydraulic Engineering, 10.1061/JHEND8.HYENG-13295, 149, 2, (2023).
  • Bedload estimation in large sand-bed rivers using Acoustic Mapping Velocimetry (AMV), Geomorphology, 10.1016/j.geomorph.2022.108562, 424, (108562), (2023).
  • Mapping 2‐D Bedload Rates Throughout a Sand‐Bed River Reach From High‐Resolution Acoustical Surveys of Migrating Bedforms, Water Resources Research, 10.1029/2022WR032434, 58, 11, (2022).

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