Evaluation of Parametric Breach Models from Prototype and Historical Embankment Dams under Overtopping Conditions-Reference-Cited by-同舟云学术

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Evaluation of Parametric Breach Models from Prototype and Historical Embankment Dams under Overtopping Conditions

Published:2024-04 Issue:4 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dezert Théo¹^ORCID,Sigtryggsdóttir Fjóla Guðrún²^ORCID

Affiliation:

1. Researcher, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology (NTNU), S.P. Andersens veg 5, Trondheim 7491, Norway (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology (NTNU), S.P. Andersens veg 5, Trondheim 7491, Norway. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12128

Reference26 articles.

1. Aldridge, B. N. 1987. US Geological Survey, written communication. Reston, VA: USGS.

2. Floods from dam failures

3. Riprap Protection Exposed to Overtopping Phenomena: A Review of Laboratory Experimental Models

4. The maximum discharge of outburst floods caused by the breaching of man-made and natural dams

5. Froehlich D. C. 1995a. “Embankment dam breach parameters revisited.” In Proc. 1st Int. Conf. on Water Resources Engineering 887–891. Reston VA: ASCE.

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