Abstract

The Integrated, Section Surface Difference Over Time, version 2 (ISSDOTv2) method provides a means of quantifying bedload in large sandbed rivers. Like all measurements, it is important to understand the uncertainty associated with the method before making management decisions based on its results. A methodology is presented for quantifying and combining the uncertainty for each component of the ISSDOTv2 method including particle density, bed porosity, acoustically measured bed topography, the timing of measurements, sand wave identification, and regression analysis used for geometric correction of bedload measurements. The approach provides an indication of the relative magnitude of each source of uncertainty in addition to the uncertainty in the final resultant transport rate. Laboratory flume measurements were used to evaluate the uncertainty limits and verify the approach. The greatest contributor to uncertainty was found to be the bathymetric uncertainty, and, at the highest transport rates, cumulative relative uncertainty was found to be approximately 10%. Cumulative relative uncertainties grew rapidly with decreasing flow rates, driven primarily by the higher relative contribution of the effect of bathymetric uncertainty on the smaller bedforms that are typically present at lower transport rates. The approach documented here will be transferrable to real-world systems to determine the uncertainty in measured bedload sediment transport rates using the ISSDOTv2 method.

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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. The code of the ISSDOTv2 method is patented and can be shared only if a licensing fee is paid to USACE.

Acknowledgments

This study was funded by the US Army Corps of Engineers’ Regional Sediment Management Program and by base funding from Agricultural Research Service project No. 6060-13000-029-00D.

References

Abraham, D., T. McAlpin, D. May, T. Pratt, and J. Shelley. 2015. “Update on ISSDOTv2 method for measuring bed-load transport with time sequenced bathymetric data.” In Proc., 10th Federal Interagency Sedimentation Conf. Las Vegas: Subcommittee on Sedimentation.
Abraham, D., M. Ramos-Villanueva, T. Pratt, N. Ganesh, D. May, W. Butler, T. McAlpin, K. Jones, J. Shelley, and D. Pridal. 2017. Sediment and hydraulic measurements with computed bed load on the Missouri River, Sioux City to Hermann, 2014. Vicksburg, MS: US Army Corps of Engineers.
Abraham, D. D. 2009. “A new method for the measurement of bed load transport using time sequenced bathymetric data.” Doctoral dissertation, Iowa Institute of Hydraulic Research, Univ. of Iowa.
Abraham, D. D., R. A. Kuhnle, and A. J. Odgaard. 2011. “Validation of bed-load transport measurements with time-sequenced bathymetric data.” J. Hydraul. Eng. 137 (7): 723–728. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000357.
Allison, M. A., and E. A. Meselhe. 2010. “The use of large water and sediment diversions in the lower Mississippi River (Louisiana) for coastal restoration.” J. Hydrol. 387 (3–4): 346–360. https://doi.org/10.1016/j.jhydrol.2010.04.001.
Ancey, C. 2020a. “Bedload transport: A walk between randomness and determinism. Part 1. The state of the art.” J. Hydraul. Res. 58 (1): 1–17. https://doi.org/10.1080/00221686.2019.1702594.
Ancey, C. 2020b. “Bedload transport: A walk between randomness and determinism. Part 2. Challenges and prospects.” J. Hydraul. Res. 58 (1): 18–33. https://doi.org/10.1080/00221686.2019.1702595.
Frings, R. M., and S. Vollmer. 2017. “Guidelines for sampling bedload transport with minimum uncertainty.” Sedimentology 64 (6): 1630–1645. https://doi.org/10.1111/sed.12366.
Garcia, M. 2008. Sedimentation engineering: Processes, measurements, modeling, and practice. Reston, VA: ASCE.
Gaweesh, M. T. K., and L. C. van Rijn. 1994. “Bed-load sampling in sand-bed rivers.” J. Hydraul. Eng. 120 (12): 1364–1384. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:12(1364).
Gomez, B., D. W. Hubbell, and H. H. Stevens Jr.1990. “At-a-point bed load sampling in presence of dunes.” Water Resour. Res. 26 (11): 2717–2731. https://doi.org/10.1029/WR026i011p02717.
Heath, R. E., G. L. Brown, C. D. Little, T. C. Pratt, J. J. Ratcliff, D. D. Abraham, D. Perkey, N. B. Ganesh, K. Martin, and D. P. May. 2015. Old River control complex sedimentation investigation. Vicksburg, MS: US Army Corps of Engineers.
Hubbell, D. W., and H. H. Stevens. 1986. “Factors affecting accuracy of bedload sampling.” In Proc., 4th Federal Interagency Sedimentation Conf., 4-20–4-29. Las Vegas: Subcommittee on Sedimentation.
Jones, K. E., D. D. Abraham, and T. O. McAlpin. 2018. Bed-load and water surface measurements during the 2011 Mississippi River Flood at Vicksburg, Mississippi. Vicksburg, MS: US Army Engineer Research and Development Center.
Knox, R. L., and E. M. Latrubesse. 2016. “A geomorphic approach to the analysis of bedload and bed morphology of the Lower Mississippi River near the Old River control structure.” Geomorphology 268 (Sep): 35–47. https://doi.org/10.1016/j.geomorph.2016.05.034.
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.
Nittrouer, J. A., M. A. Allison, and R. Campanella. 2008. “Bedform transport rates for the lowermost Mississippi River.” J. Geophys. Res.: Earth Surf. 113 (May): F03004. https://doi.org/10.1029/2007JF000795.
Nittrouer, J. A., D. Mohrig, and M. Allison. 2011. “Punctuated sand transport in the lowermost Mississippi River.” J. Geophys. Res.: Earth Surf. 116 (Feb): F04025. https://doi.org/10.1029/2011JF002026.
Poorhosein, M., H. Afzalimehr, J. Sui, V. P. Singh, and S. Azareh. 2014. “Empirical bed load transport equations.” Int. J. Hydraul. Eng. 3 (3): 93–101. https://doi.org/10.5923/j.ijhe.20140303.03.
Ramirez, M. T., and M. A. Allison. 2013. “Suspension of bed material over sand bars in the Lower Mississippi River and its implications for Mississippi delta environmental restoration.” J. Geophys. Res.: Earth Surf. 118 (2): 1085–1104. https://doi.org/10.1002/jgrf.20075.
Sabatine, S. M., J. D. Niemann, and B. P. Greimann. 2015. “Evaluation of parameter and model uncertainty in simple applications of a 1D sediment transport model.” J. Hydraul. Eng. 141 (5): 04015002. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000992.
Shelley, J., D. D. Abraham, and T. O. McAlpin. 2013. “Removing systemic bias in bed-load transport measurements in large sand-bed rivers.” J. Hydraul. Eng. 139 (10): 1107–1111. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000760.
Taylor, J. R. 1997. An introduction to error analysis: The study of uncertainties in physical measurements. 2nd ed., 94965. Sausalito, CA: Univ. Science Books.
Wilbers, A. 2004. The development and hydraulic roughness of subaqueous dunes: Netherlands geographical studies 323. Utrecht, Netherlands: Royal Dutch Geographical Society.
Wu, W., and S. S. Y. Wang. 2006. “Formulas for sediment porosity and settling velocity.” J. Hydraul. Eng. 132 (8): 858–862. https://doi.org/10.1061/(ASCE)0733-9429(2006)132:8(858).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 149Issue 9September 2023

History

Received: Sep 14, 2022
Accepted: May 21, 2023
Published online: Jul 13, 2023
Published in print: Sep 1, 2023
Discussion open until: Dec 13, 2023

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Authors

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Tate O. McAlpin
Research Physicist, US Army Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS 39180.
Hydraulic Engineer, Watershed Physical Processes Research Unit, United States Department of Agriculture-Agricultural Research Service (USDA-ARS)-National Sedimentation Laboratory, Oxford, MS 38655. (corresponding author). ORCID: https://orcid.org/0000-0002-6262-1940. Email: [email protected]
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, Watershed Physical Processes Research Unit, United States Department of Agriculture-Agricultural Research Service (USDA-ARS)-National Sedimentation Laboratory, Oxford, MS 38655.
Clinton S. Willson
Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70808.

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