The effect of a suspended cut-off wall on backward erosion piping

- laboratory tests and calculations

Authors

DOI:

https://doi.org/10.59490/jchs.2026.0055

Keywords:

Backward Erosion Piping, Suspended cut-off wall, Model test, Calculations

Abstract

The effect of a suspended cut-off wall on susceptibility of a water retaining structure to backward erosion piping (BEP) was investigated in a small-scale model test. The critical head was tested without and with a cut-off wall. The piezometric head in the model was measured at different locations in the with standpipes. One was located in the lower end of the cut-off wall to measure the vertical gradient on the downstream side of the cut-off wall. The maximum difference in piezometric head that could be resisted by the model was 4.9 times higher in the presence of a suspended cut-off wall over half the depth of the permeable sand layer compared to the test without a cut-off wall.

The measured distribution of piezometric head agrees with the results of 2 D numerical calculations with D-Geo Flow and with the results of analytical calculations following the exit gradient method. 

The stability against BEP is significant. A vertical gradient downstream of the suspended cut-off wall of 1.7 was necessary to reach failure while normally a gradient of 1 is assumed. Possible causes for this high stability are discussed.  

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Published

2026-08-18

How to Cite

WaNG, T., Bezuijen, A., Tao, Y., & van Beek, V. (2026). The effect of a suspended cut-off wall on backward erosion piping : - laboratory tests and calculations. Journal of Coastal and Hydraulic Structures, 6(1). https://doi.org/10.59490/jchs.2026.0055