Comparison between TELEMAC-2D/SISYPHE and a Slumping Failure Model to Simulate Breaching of Earthen Embankments-Reference-Cited by-同舟云学术

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Comparison between TELEMAC-2D/SISYPHE and a Slumping Failure Model to Simulate Breaching of Earthen Embankments

Published:2024-05-16 Issue: Volume: Page:652-658
ISSN:
Container-title:World Environmental and Water Resources Congress 2024
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Author:

Torkomany Mohamed R.¹²³³,Elalfy Ezzat¹²³³,Imran Jasim¹²³³,Chaudhry M. Hanif¹²³³

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC; Dept. of Irrigation Engineering and Hydraulics, Alexandria Univ., Alexandria, Egypt.

2. Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC; Dept. of Irrigation and Hydraulics Engineering, Ain Shams Univ., Cairo, Egypt.

3. Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485477.057

Reference14 articles.

1. Earthen Embankment Breaching

2. Canadian Hydraulics Centre, N. R. C. C. (2011). Blue Kenue Reference Manual.

3. Costa J. E. (1985). Floods from dam failures. In Open-File Report. https://doi.org/10.3133/ofr85560.

4. Numerical and Experimental Modeling of Levee Breach Including Slumping Failure of Breach Sides

5. Elalfy E. Viparelli E. Czapiga M. J. Imran J. and Chaudhry M. H. (2023). Numerical Modeling of Embankment Failure due to Overtopping. In World Environmental and Water Resources Congress 2023 (pp. 271–279). https://doi.org/10.1061/9780784484852.026.

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