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

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)

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.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions;Journal of Hydraulic Engineering;2024-11