TECHNICAL NOTES
Mar 14, 2011

Energy-Based Method for Providing Soil Surface Erodibility Rankings

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 12

Abstract

The jet erosion test (JET) and the hole erosion test (HET) are two tests used to determine soil erodibility classification, and results are commonly interpreted by two distinct methods. A new method based on fluid energy dissipation and on measurement of the eroded mass for interpreting the two tests is proposed. Different fine-grained soils, covering a large range of erodibility, are tested. It is shown that, by using common methods, the erosion coefficient and average critical shear stress are different with the JET and with the HET. Moreover, the relative soils classifications yielded by the two erodimeters are not exactly the same. On the basis of the energy method, an erosion resistance index is determined for both apparatuses, and a classification of surface-erosion resistance is proposed. For both apparatuses, values of the erosion resistance index are roughly the same for each soil, and a single classification of soil erodibility is obtained.

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Acknowledgments

The writers would like to acknowledge Greg Hanson of the USDA-HERU, Stillwater, OK, for his authorization to reproduce the jet apparatus and for advice on its use. ERDC-Vicksburg (Johannes Wibowo) and EDF (Jean-Robert Courivaud) are acknowledged for the funding of part of the work and for their advice.

References

ASTM Geotechnical Engineering Standards. (2000). “Standard test method for erodibility determination of soil in the field or in the laboratory by the jet index method.” D5852.
Beltaos, S., and Rajaratnam, N. (1974). “Impinging circular turbulent jets.” J. Hydraul. Div., 100(10), 1313–1328.
Bonelli, S., and Brivois, O. (2008). “The scaling law in the hole erosion test with a constant pressure drop.” Int. J. Numer. Anal. Methods Geomech., 32(13), 1573–1595.
Bureau of Reclamations: Material Engineering Branch, Research and Laboratory Services Division. (1990). Earth Manual—part II: Water resources technical publication, 3rd Ed., Bureau of Reclamation Denver, Department of Interior, Washington, DC.
Hanson, G. J., and Cook, K. R. (2004). “Apparatus, test procedures, and analytical methods to measure soil erodibility in-situ.” Appl. Eng. Agric., 20(4), 455–462.
Hanson, G. J., and Simon, A. (2001). “Erodibility of cohesive streambeds in the loess area of the midwestern, USA.” Hydrol. Processes, 15(1), 23–38.
Regazzoni, P.-L. (2009). “Confrontation et analyse d’érodimètres et caractérisation de la sensibilité à l’érosion d’interface.” Ph.D. thesis, Université de Nantes, France.
Regazzoni, P.-L., Marot, D., Wahl, T., Hanson, G., and Courivaud, J. R. (2008). “Soils erodibility: A comparison between the jet erosion test and the hole erosion test.” Inaugural Int. Conf. of the Engineering Mechanics Institute (EMOB), ASCE, Minneapolis, MN, w1801.
Wan, C. F., and Fell, R. (2004). “Investigation of rate of erosion of soils in embankment dams.” J. Geotech. Geoenviron. Eng., 130(4), 373–380.
White, F. M. (1999). Fluid mechanics, 4th Ed., WCB/McGraw-Hill, Boston.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137Issue 12December 2011
Pages: 1290 - 1293

History

Received: Apr 17, 2009
Accepted: Mar 11, 2011
Published online: Mar 14, 2011
Published in print: Dec 1, 2011

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Authors

Affiliations

Didier Marot [email protected]
Institut de Recherche en Génie Civil et Mécanique, Université de Nantes, 58 rue Michel Ange, BP 420, 44606 Saint-Nazaire Cedex, France (corresponding author). E-mail: [email protected]
Pierre-Louis Regazzoni [email protected]
Institut de Recherche en Génie Civil et Mécanique, Université de Nantes/Egis Géotechnique, 3 rue Dr. Schweitzer, 38180 Seyssins, France. E-mail: [email protected]
Bureau of Reclamation, Denver Federal Center, Denver CO 80225-0007. E-mail: [email protected]

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