Simplified Physically Based Model of Earthen Embankment Breaching-Reference-Cited by-同舟云学术

Simplified Physically Based Model of Earthen Embankment Breaching

Published:2013-08 Issue:8 Volume:139 Page:837-851
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Wu Weiming¹

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Clarkson Univ., Potsdam, NY 13699; formerly, National Center for Computational Hydroscience and Engineering, Univ. of Mississippi, University, MS 38677.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000741

Reference57 articles.

1. Earthen Embankment Breaching

2. Broich K. (1998). “Mathematical modelling of dam-break erosion caused by overtopping.” CADAM-Concerted Action on Dambreak Modelling: 2nd Project Workshop M. Morris ed. Bundeswehr University Munich Germany.

3. Embankment dam breach and its outflow characteristics

4. Cristofano E. A. (1965). “Method of computing erosion rate of failure of earth dams.” U.S. Bureau of Reclamation Denver.

5. D’Eliso C. (2007). “Breaching of sea dikes initiated by wave overtopping: A tiered and modular modeling approach.” Ph.D. thesis Univ. of Braunschweig Germany and Univ. of Florence Italy.

Cited by 114 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. The breaching mechanism of moraine dams with buried ice: A Review;Cold Regions Science and Technology;2024-12

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

3. Efficient modelling of lateral discharge through a dike breach;Journal of Hydrology;2024-08

4. Erosion, deposition and breach evolution of landslide dams composed of various dam material types based on flume tests;Engineering Geology;2024-08

5. A 2D numerical model for simulating landslide dam failure and induced morphological changes considering multi-layer and non-uniform sediments;Journal of Hydroinformatics;2024-07-01