Technical Notes
Feb 5, 2021

Changes in Sediment Transport and Bed Topography in Response to Step-Up Flows in Laboratory Flume

Publication: Journal of Hydraulic Engineering
Volume 147, Issue 4

Abstract

It can be difficult to predict sediment transport in sand-bedded ephemeral streams because of rapidly changing conditions that may not be sustained long enough to reach equilibrium. This situation often leads to the inheritance of bed topography from previous flows, which may result in under- or overpredictions of transport rate due to bed forms and flow resistance that are not in equilibrium with the flow conditions. To address this difficulty, a series of lab experiments was used to examine changes in sediment transport rate and bed topography after rapid increases in flow depth and discharge. It was found that sand transport rates reached equilibrium conditions in as little as 1–15 min after the step-up in flow rate and depth. Transport rate equilibrium was likely reached in advance of centerline bed-form amplitude, although bed forms also responded quickly to step-up flows, and the response was much more rapid than in previous experiments that examined the effects of decreases in flow rate and depth.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The work described here would not have been possible without the diligent efforts of Glenn Gray, an engineering technician at the National Sedimentation Laboratory. His attention to detail and consistent work ethic are greatly appreciated.

References

Bradley, R. W., and J. G. Venditti. 2019. “The growth of dunes in rivers.” J. Geophys. Res. Earth Surf. 124 (2): 548–566. https://doi.org/10.1029/2018JF004835.
Chiew, Y., and G. Parker. 1994. “Incipient motion on non-horizontal slopes.” J. Hydraul. Res. 32 (5): 649–660. https://doi.org/10.1080/00221689409498706.
Coleman, S. E., and B. W. Melville. 1994. “Bed-form development.” J. Hydraul. Eng. 120 (5): 544–560. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:5(544).
Garcia, M. H. 2008. Sedimentation engineering: Processes, measurements, modeling, and practice. Reston, VA: ASCE.
Martin, R. L., and D. J. Jerolmack. 2013. “Origin of hysteresis in bed form response to unsteady flows.” Water Resour. Res. 49 (3): 1314–1333. https://doi.org/10.1002/wrcr.20093.
Nelson, J. M., B. L. Logan, P. J. Kinzel, Y. Shimizu, S. Giri, R. L. Shreve, and S. R. McLean. 2011. “Bedform response to flow variability.” Earth Surf. Process. Landf. 36 (14): 1938–1947. https://doi.org/10.1002/esp.2212.
Vanoni, V. A. 1975. Sedimentation engineering ASCE manual 54. New York: ASCE.
Vanoni, V. A., and N. H. Brooks. 1957. Laboratory studies of the roughness and suspended load of alluvial streams, sedimentation laboratory report no e68. Pasadena, CA: California Institute of Technology.
Wren, D. G., R. A. Kuhnle, and E. J. Langendoen. 2020. “Sediment transport and bed-form characteristics for a range of step-down flows.” J. Hydraul. Eng. 146 (2): 04019060. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001695.
Wren, D. G., E. J. Langendoen, and R. A. Kuhnle. 2016. “Bed topography and sand transport responses to a step change in discharge and water depth.” J. Hydraul. Eng. 142 (10): 04016040. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001172.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 147Issue 4April 2021

History

Received: May 26, 2020
Accepted: Nov 12, 2020
Published online: Feb 5, 2021
Published in print: Apr 1, 2021
Discussion open until: Jul 5, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Hydraulic Engineer, Watershed Physical Processes Research Unit, Unites States Department of Agriculture-Agricultural Research Service-National Sedimentation Laboratory, Oxford, MS 38655 (corresponding author). ORCID: https://orcid.org/0000-0002-6262-1940. Email: [email protected]
Eddy J. Langendoen, M.ASCE https://orcid.org/0000-0002-2215-4989
Hydraulic Engineer, Watershed Physical Processes Research Unit, Unites States Department of Agriculture-Agricultural Research Service-National Sedimentation Laboratory, Oxford, MS 38655. ORCID: https://orcid.org/0000-0002-2215-4989
Roger A. Kuhnle, M.ASCE
Hydraulic Engineer, Watershed Physical Processes Research Unit, Unites States Department of Agriculture-Agricultural Research Service-National Sedimentation Laboratory, Oxford, MS 38655.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share