Technical Papers
Oct 5, 2013

Comparison of Computational Fluid Dynamic Simulations with Experimental Jet Erosion Tests Results

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 5

Abstract

The jet erosion test (JET) is an experimental device increasingly used to quantify the resistance of soils to erosion. This resistance is characterized by two geotechnical parameters: the critical shear stress and the erosion coefficient. A previously published JET interpretation model provides an estimation of these erosion parameters. But the existing model is simplified and semiempirical and several assumed hypotheses can be discussed. The aim of this study is to determine the relevance of the JET interpretation model. Therefore, a numerical model was developed that is able to predict the erosion of a cohesive soil by a turbulent flow. The numerical model was first validated on a benchmark: erosion of an erodible pipe by a laminar flow. The numerical results were satisfactorily compared with the theoretical solution. Then, three JETs were modeled numerically with values of erosion parameters obtained experimentally. A parametric study was also conducted to validate the accuracy of the numerical results and a good agreement was observed. The erosion parameters found experimentally permit the numerical prediction of the evolution of the erosion pattern within good accuracy. This result contributes to the validation of the JET’s semiempirical model. The numerical model also gives a complete description of the flow, including vortices which can be observed in the cavity created by erosion. The entire erosion pattern evolution was given by the numerical results. This numerical model gives information that is not available otherwise.

Get full access to this article

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

Acknowledgments

This study benefited from the support of the Hydraulic Engineering Centre of EDF. The authors of this publication would like to express special thanks to Messrs Jean-Robert Courivaud (EDF) and Jean-Jacques Fry (EDF) for their support and confidence. This work was also funded by the French National Research Agency (ANR) through the COSINUS program (project CARPEINTER No. ANR-08-COSI-002).

References

Aderibigde, O., and Rajaratnam, N. (1996). “Erosion of loose beds by submerged circular impinging vertical turbulent jets.” J. Hydraul. Res., 34(1), 19–33.
Allen, P. M., Arnold, J., and Jakubowski, E. (1997). “Design and testing of a simple submerged–jet device for field determination of soil erodibility.” Environ. Eng. Geosci., 3(4), 579–584.
Barth, T. J., and Jespersen, D. (1989). “The design and application of upwind schemes on unstructured meshes.”, AIAA 27th Aerospace Sciences Meeting, Reno, Nevada.
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. Meth. Geomech., 32(13), 1573–1595.
Bonelli, S., Golay, F., and Mercier, F. (2012). “On the modelling of interface erosion.” Chapter 6, Erosion of geomaterials, Wiley/ISTE, London, 187–222.
Chang, D. S., Zhang, L. M., Xu, Y., and Huang, R. Q. (2011). “Field testing of erodibility of two landslide dams triggered by the 12 May Wenchuan earthquake.” Landslides, 8(3), 321–332.
Craft, T., Graham, L., and Launder, B. (1993). “Impinging jet studies for turbulence model assessment—II. An examination of the performance of four turbulence models.” Int. J. Heat Mass Tran., 36(10), 2685–2697.
Gibson, M. M., and Launder, B. E. (1978). “Ground effects on pressure fluctuations in the atmospheric boundary layer.” J. Fluid Mech., 86(3), 491–511.
Golay, F., Lachouette, D., Bonelli, S., and Seppecher, P. (2011). “Numerical modelling of interfacial soil erosion with viscous incompressible flows.” Comput. Meth. Appl. Mech. Eng., 200(1–4), 383–391.
Hanson, G. J. (1990). “Surface erodibility of earthen channels at high stresses part II – developing an in situ testing device.” Trans. ASAE, 33(1), 132–137.
Hanson, G. J., and Cook, K. R. (2004). “Apparatus, test procedures and analytical methods to measure soil erodibility in situ.” Eng. Agr., 20(4), 455–462.
Hanson, G. J., and Hunt, S. L. (2007). “Lessons learned using laboratory JET method to measure soil erodibility of compacted soils.” Appl. Eng. Agr., 23(3), 305–312.
Hollick, M. (1976). “Towards a routine test for the assessment of critical tractive forces of cohesive soils.” Trans. ASAE, 19(6), 1076–1081.
Hopfinger, E. J., Kurniawan, A., Graf, W. H., and Lemmin, U. (2004). “Sediment erosion by Görtler vortices: the scour-hole problem.” J. Fluid Mech., 520, 327–342.
Karmaker, T., and Dutta, S. (2011). “Erodibility of fine soil from the composite river bank of Brahmaputra in India.” Hydrolog. Process., 25(1), 104–111.
Lee, L. T., Wibowo, J. L., Taylor, P. A., and Glynn, M. E. (2009). “In situ erosion testing and clay levee erodibility.” Environ. Eng. Geosci., 15(2), 101–106.
Looney, M. K., and Walsh, J. J. (1984). “Mean-flow and turbulent characteristics of free and impinging jet flow.” J. Fluid Mech., 147, 397–429.
McClerren, M. A., Hettiarachchi, H., and Carpenter, D. D. (2012). “An investigation on erodibility and geotechnical characteristics of fine grained fluvial soils from lower Michigan.” Geotech. Geol. Eng., 30(4), 881–892.
Midgley, T. L., Fox, G. A., and Heeren, D. M. (2012). “Evaluation of the bank stability and toe erosion model (BSTEM) for predicting lateral retreat on composite streambanks.” Geomorphol., 145(1), 107–114.
Moore, W. L., and Masch, F. D. (1962). “Experiments on the scour resistance of cohesive sediments.” J. Geophys. Res., 67(4), 1437–1446.
Ouriemi, M., Aussillous, P., and Guazzelli, E. (2009). “Sediment dynamics. Part 2. Dune formation in pipe flow.” J. Fluid Mech., 636, 321–336.
Papamichos, E., and Vardoulakis, I. (2005). “Sand erosion with a porosity diffusion law.” Comput. Geotech., 32(1), 47–58.
Patankar, S. V., and Spalding, D. B. (1972). “A calculation procedure for heat, mass ant momentum transfer in three-dimensional parabolic flows.” Int. J. Heat Mass Tran., 15, 1787–1806.
Pinettes, P., Courivaud, J.-R., Fry, J.-J., Mercier, F., and Bonelli, S. (2011). “First introduction of Greg Hanson’s « jet erosion test » in Europe: return on experience after 2 years of testing.” Proc., 31st USSD Annual Meeting and Conf., 21st Century Dam Design—Advances and Adaptations, US Society on Dams, Denver CO.
Pollen-Bankhead, N., and Simon, A. (2010). “Hydrologic and hydraulic effects of riparian root networks on streambank stability: Is mechanical root-reinforcement the whole story?” Geomorphol., 116(3), 353–362.
Rauch, R. D., Batira, J. T., and Yang, N. T. Y. (1991). “Spatial adaption procedures on unstructured meshes for accurate unsteady aerodynamic flow computations.”, American Institute of Aeronautics and Astronautics, Reston, VA.
Stein, O. R., and Nett, D. D. (1997). “Impinging jet calibration of excess shear sediment detachment parameters.” Trans. ASAE, 40(6), 1573–1580.
Thoman, R. W., and Niezgoda, S. L. (2008). “Determining erodibility, critical shear stress, and allowable discharge estimates for cohesive channels: Case study in the powder river basin of Wyoming.” J. Hydraul. Eng., 1677–1687.
Wilcox, D. C. (1998). Turbulence Modeling for CFD, DCW Industries, La Canada, CA.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 5May 2014

History

Received: Sep 27, 2012
Accepted: Oct 3, 2013
Published online: Oct 5, 2013
Published in print: May 1, 2014
Discussion open until: Jul 14, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

F. Mercier, Ph.D. [email protected]
Institut national de recherche en sciences et technologies pour l’environnement et l’agriculture, 3275 Rte Cézanne, CS 40061, 13182 Aix-en-Provence Cedex 5, France; and GeophyConsult, Savoie Technolac, 12 allée du lac de Garde, BP 231, 73374 Le Bourget du Lac Cedex, France (corresponding author). E-mail: [email protected]
S. Bonelli
Professor, Institut national de recherche en sciences et technologies pour l’environnement et l’agriculture, 3275 Rte Cézanne, CS 40061, 13182 Aix-en-Provence Cedex 5, France.
P. Pinettes, Ph.D.
GeophyConsult, Savoie Technolac, 12 allée du lac de Garde, BP 231, 73374 Le Bourget du Lac Cedex, France.
F. Golay
Professor, Université de Toulon, IMATH, EA 2134, 83957 La Garde, France.
F. Anselmet
Professor, Institut de Recherche sur les Phénomènes Hors Equilibre, Technopôle de Château-Gombert, 49 rue Joliot Curie, BP 146, 13384 Marseille Cedex 13, France.
P. Philippe, Ph.D.
Institut national de recherche en sciences et technologies pour l’environnement et l’agriculture, 3275 Rte Cézanne, CS 40061, 13182 Aix-en-Provence Cedex 5, France.

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