Technical Papers
Nov 24, 2022

Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016

Publication: Journal of Hydraulic Engineering
Volume 149, Issue 2

Abstract

Quantification of sediment transport rates is necessary for river management but remains difficult due to large volumes of sediment in motion, spatiotemporal heterogeneity in discharge, depth, and morphology, the need for expensive equipment, and personnel costs. During efforts to quantify sediment bed load in the Mississippi (MS) River near Vicksburg, MS, US, the US Army Corps of Engineers-Engineer Research and Development Center (USACE-ERDC) collected acoustic multibeam topographic data during the 2011 MS River flood. Bed topography data were analyzed to quantify the effect of changing flow rates on bed topography. Bedforms were much higher and longer in the center section than near either bank, and superimposed bedforms were found during the falling limb of the 2011 flood hydrograph. Bedform amplitudes and lengths were positively correlated with flow depths, but amplitudes were typically higher and lengths shorter than predicted in previous research. Topography data from three lower flows are included to illustrate the morphometric variation induced by a wide range of discharges.

Get full access to this article

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

Data Availability Statement

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

Acknowledgments

The authors would like to acknowledge the ASCE reviewers for their thoughtful comments and suggestions that resulted in a much-improved manuscript.

References

Abraham, D., R. A. Kuhnle, and A. J. Odgaard. 2011. “Validation of bed-load transport measurements with time-sequenced bathymetric data.” J. Hydraul. Eng. Am. Soc. Civ. Eng. 137 (7): 723–728. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000357.
Bradley, R. W., and J. G. Venditti. 2017. “Reevaluating dune scaling relations.” Earth-Sci. Rev. 165 (Nov): 356–376. https://doi.org/10.1016/j.earscirev.2016.11.004.
Bradley, R. W., and J. G. Venditti. 2019. “Transport scaling of dune dimensions in shallow flows.” J. Geophys. Res. Earth Surf. 124 (2): 526–547. https://doi.org/10.1029/2018JF004832.
Cisneros, J., et al. 2020. “Dunes in the world’s big rivers are characterized by low-angle lee-side slopes and a complex shape.” Nat. Geosci. 13 (2): 156–162. https://doi.org/10.1038/s41561-019-0511-7.
Clarke, J. H. 2018. “The impact of acoustic imaging geometry on the fidelity of seabed bathymetric models.” Geosciences 8 (4): 109–120. https://doi.org/10.3390/geosciences8040109.
Gaeuman, D., and R. B. Jacobson. 2007. “Field assessment of alternative bed-load transport estimators.” J. Hydraul. Eng. 133 (12): 1319–1328. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:12(1319).
Galeazzi, C. P., R. P. Almeida, C. E. M. Mazoca, J. L. Best, B. T. Freitas, M. Ianniruberto, J. Cisneros, and L. N. Tamura. 2018. “The significance of superimposed dunes in the Amazon River—Implications for how large rivers are identified in the rock record.” Sedimentology 65 (Apr): 2388–2403. https://doi.org/10.1111/sed.12471.
Garcia, M. 2008. Manual of engineering practice. Reston, VA: ASCE.
Gutierrez, R. R., J. D. Abad, M. Choi, and H. Montoro. 2014. “Characterization of confluences in free meandering rivers of the Amazon basin.” Geomorphology 220 (Sep): 1–14. https://doi.org/10.1016/j.geomorph.2014.05.011.
Gutierrez, R. R., J. D. Abad, D. R. Parsons, and J. L. Best. 2013. “Discrimination of bed form scales using robust spline filters and wavelet transforms: Methods and application to synthetic signals and bedforms of the Río Paraná, Argentina.” J. Geophys. Res. Earth Surf. 118 (3): 1400–1418. https://doi.org/10.1002/jgrf.20102.
Harbor, D. J. 1998. “Dynamics of bedforms in the lower Mississippi River.” J. Sediment. Res. 68 (5): 750–762. https://doi.org/10.2110/jsr.68.750.
Holmes, R. R., and M. H. Garcia. 2008. “Flow over bedforms in a large sand-bed river: A field investigation.” J. Hydraul. Res. 46 (3): 322–333. https://doi.org/10.3826/jhr.2008.3040.
Julien, P. Y., and G. J. Klaassen. 1995. “Sand-dune geometry of large rivers during floods.” J. Hydraul. Eng. 121 (9): 657–663. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:9(657).
Julien, P. Y., and G. J. Klaassen. 1997. “Sand-dune geometry of large rivers during floods. Discussion and closure.” J. Hydraul. Eng. 123 (6): 582–585. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:6(582).
Kleinhans, M. G. 2002. “Sorting out sand and gravel; sediment transport and deposition in sand-gravel bed rivers.” Ph.D. thesis, Faculty of Geographical Sciences, Utrecht Univ.
Kostaschuk, R. A., and J. G. Venditti. 2019. “Why do large, deep rivers have low-angle dune beds? Geology 47 (Jan): 919–922. https://doi.org/10.1130/G46460.1.
Kumar, P., and E. Foufoula-Georgiou. 1994. “Wavelet analysis in geophysics: An introduction.” In Vol. 4 of Wavelets in geophysics, 1–43. New York: Academic Press.
McAlpin, T. O., D. G. Wren, K. E. Jones, D. D. Abraham, and R. A. Kuhnle. 2022. “Bed-load validation for ISSDOTv2.” J. Hydraul. Eng. 148 (3): 04022001. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001968.
Parsons, D. R., J. L. Best, O. Orfeo, R. J. Hardy, R. Kostaschuk, and S. N. Lane. 2005. “The morphology and flow fields of three-dimensional dunes, RioParaná, Argentina: Results from simultaneous multibeam echo sounding and acoustic Doppler current profiling.” J. Geophys. Res. 110 (Feb): F04S03. https://doi.org/10.1029/2004JF000231.
Ramirez, M. T., S. J. Smith, J. W. Lewis, and T. C. Pratt. 2018. Mississippi river bedform roughness and streamflow conditions near Vicksburg, Mississippi. Washington, DC: US Army Engineer Research and Development Center.
USACE (United States Army Corp of Engineers). 2013. Engineering and design: Hydrographic surveying. Washington, DC: US Army Corp of Engineers.
USACE (United States Army Corps of Engineers). 2019. “HEC-SSP statistical software package user’s manual version 2.2.” Accessed November 30, 2021. https://www.hec.usace.army.mil/software/hec-ssp/documentation/HEC-SSP_22_Users_Manual.pdf.
Wilbers, A. W. E., and W. B. M. Ten Brinke. 2003. “The response of subaqueous dunes to floods in sand and gravel bed reaches of the Dutch Rhine.” Sedimentology 50 (6): 1013–1034. https://doi.org/10.1046/j.1365-3091.2003.00585.x.
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.
Wren, D. G., E. J. Langendoen, and R. A. Kuhnle. 2021. “Detailed bed topography and sediment load measurements for two stepdown flows in a laboratory flume.” Int. J. Sediment Transp. 37 (3): 287–298.https://doi.org/10.1016/j.ijsrc.2021.11.002.
Zomer, J. Y., S. Naqshband, B. Vermeulen, and A. J. F. Hoitink. 2021. “Rapidly migrating secondary bedforms can persist on the lee of slowly migrating primary river dunes.” J. Geophys. Res. Earth Surf. 126 (3): e2020JF005918.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 149Issue 2February 2023

History

Received: Mar 30, 2022
Accepted: Sep 16, 2022
Published online: Nov 24, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 24, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Hydraulic Engineer, Watershed Physcial Processes Research Unit, United 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]
Tate O. McAlpin
Research Physicist, Coastal and Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicksburg, MS 39180.
James E. Smith
Hydrologist, Watershed Physcial Processes Research Unit, United States Department of Agriculture-Agricultural Research Service-National Sedimentation Laboratory, Oxford, MS 38655.
Keaton E. Jones
Research Hydraulic Engineer, Coastal and Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicksburg, MS 39180.
Roger A. Kuhnle, M.ASCE
Hydraulic Engineer, Watershed Physcial Processes Research Unit, United States Department of Agriculture-Agricultural Research Service-National Sedimentation Laboratory, Oxford, MS 38655.
David D. Abraham
Research Hydraulic Engineer, Coastal and Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicksburg, MS 39180.

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.

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