Technical Papers
Apr 15, 2015

Experimental Study on the Piping Erosion Process in Earthen Embankments

Publication: Journal of Hydraulic Engineering
Volume 141, Issue 7

Abstract

Experimental results on the piping erosion process in an earthen embankment emplaced in a laboratory flume are reported in this paper along with the details of the experimental set-up and procedures. A mixture of sand, silt, and clay with different compaction rates is used for constructing the embankment. An image processing technique is successfully applied to track the erosion process from both side-looking and bottom-up views. The paper discusses changes in the depth, area, and volume of erosion during the piping phenomenon in a model embankment using a visual technique. The results show that increasing compaction of the construction layers significantly increases the time required for erosion but has little effect on the final-average depth of erosion. The ratio of the average depth of erosion to the average bottom width of piping is close to one at different time intervals. Exponential equations to estimate the depth of erosion, side area of the piping zone, and volume of eroded material are presented. Two approaches are investigated to estimate the volume: the approach based on the processing of images from both the side–view and bottom–view gives more accurate results than that based on processing the side–view.

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Acknowledgments

The authors thank the National Science Foundation for the financial support under PIRE program Grant No. OISE 0730246. The opinion and conclusions or recommendations expressed in this paper are those of the authors and do not reflect the views of the National Science Foundation. The paper benefited from comments of three anonymous reviewers and the Associate Editor.

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Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 141Issue 7July 2015

History

Received: Jul 17, 2013
Accepted: Feb 9, 2015
Published online: Apr 15, 2015
Published in print: Jul 1, 2015
Discussion open until: Sep 15, 2015

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Authors

Affiliations

Yusuf A. Sharif, S.M.ASCE [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208. E-mail: [email protected]
Mohamed Elkholy [email protected]
Lecturer, Dept. of Irrigation and Hydraulics Engineering, Faculty of Engineering, Alexandria Univ., Alexandria, Egypt. E-mail: [email protected]
M. Hanif Chaudhry, F.ASCE [email protected]
Mr. and Mrs. Irwin B. Kahn Professor, and Associate Dean (International Programs and Continuing Education), College of Engineering and Computing, Univ. of South Carolina, 300 Main St., Columbia, SC 29208 (corresponding author). E-mail: [email protected]
Jasim Imran, M.ASCE [email protected]
Distinguished Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208. E-mail: [email protected]

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