Case Studies
Apr 1, 2013

Removing Systemic Bias in Bed-Load Transport Measurements in Large Sand-Bed Rivers

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 10

Abstract

Bed-load sediment transport is important yet difficult to measure in large, sand-bed rivers. Prior work established in theory and validated in a flume study a method known as integrated section surface difference over time version 2 (ISSDOTv2), which computes bed-load transport using sequential three dimensional (3D) bathymetric profiles. The same work identified a source of systemic error leading to an underprediction of computed transport rates. This paper demonstrates how the systemic error can be removed from ISSDOTv2 calculations to produce a more accurate dune transport value. This is demonstrated by analytic and geometric examples, and with field data from the Missouri River at Kansas City. The results of these analyses indicate that field data do exhibit the systematic error and that it is possible to extrapolate a corrected dune bed-load transport rate from field data obtained at different measurement intervals. Additionally, error bounds on this corrected value can be set. Independent validation of the resulting transport rate was not attempted due to the unreliability of physical measurements for bed-load transport in large sand-bed rivers.

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Acknowledgments

Funding for this work was provided by the U.S. Army Corps of Engineers Kansas City District. Field work and internal reviews were conducted by personnel at the U.S. Army Corps of Engineers Engineering Research and Development Center. The authors would like to thank two anonymous reviewers for their helpful comments.

References

Abraham, D., and Kuhnle, R. (2006). “Using high resolution bathymetric data for measuring bed-load transport.” Proc., 8th Federal Interagency Sedimentation Conference and 3rd Federal Interagency Hydrologic Modeling Conference, U.S. Subcommittee on Sediment, Reno, NV, 619–626.
Abraham, D., Kuhnle, R., and Odgaard, A. J. (2011). “Validation of bed load transport measurements with time-sequenced bathymetric data.” J. Hydrol. Eng., 137(7), 723–728.
Abraham, D., and Pratt, T. (2010). “Missouri River bed-load computations at Kansas City and Washington.” ERDC-CHL Data Report, U. S. Army Corps of Engineers Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
Abraham, D., Pratt, T., and Sharp, J. (2010). “Measuring bedload transport on the Missouri River using time sequenced bathymetric data.” Proc., 2nd Joint Federal Interagency Conference (CD-ROM), U.S. Subcommittee on Sediment, Las Vegas, NV.
Gaeuman, D., and Jacobson, R. B. (2007). “Field assessment of alternative bed-load transport estimators.” J. Hydrol. Eng., 133(12), 1319–1328.
Leopold, L. B., and Emmett, W. W. (1997). “Bedload and river hydraulics—Inferences from the East Fork River, Wyoming.” Professional Paper 1583, U.S. Geological Survey, Reston VA.
Mahmood, K. (1980). “Verification of sediment transport functions—Missouri River.”, U.S. Army Corps of Engineers, Omaha, NB.
McElroy, B., and Mohrig, D. (2009). “Nature of deformation of sandy bed forms.” J. Geophys. Res. Earth Surf., 114, F00A04.
Wilbers, A. W. E. (2004). “The development and hydraulic roughness of subaqueous dunes.” Ph.D. thesis, Faculty of Geosciences, Univ. Utrecht, Utrecht, Germany.
Yang, C. T., and Wan, S. (1991). “Comparison of selected bed-material formulas.” J. Hydrol. Eng., 117(8), 973–989.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 10October 2013
Pages: 1107 - 1111

History

Received: Oct 31, 2011
Accepted: Mar 20, 2013
Published online: Mar 22, 2013
Published ahead of production: Apr 1, 2013
Discussion open until: Aug 22, 2013
Published in print: Oct 1, 2013

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Authors

Affiliations

John Shelley [email protected]
Civil Engineer, U.S. Army Corps of Engineers, Kansas City District, River Engineering and Restoration Section, 601 E 12th St., Kansas City, MO 64106 (corresponding author). E-mail: [email protected]
David Abraham [email protected]
Research Hydraulic Engineer, U.S. Army Corps of Engineers, Engineering Research and Development Center, Coastal and Hydraulics Laboratory, 3909 Halls Ferry Rd., Vicksburg, MS 39180. E-mail: [email protected]
Tate McAlpin [email protected]
Research Physicist, Engineering Research and Development Center, Coastal and Hydraulics Laboratory, 3909 Halls Ferry Rd., Vicksburg, MS 39180. E-mail: [email protected]

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