2D Process-Based Morphodynamic Model for Flooding by Noncohesive Dyke Breach-Reference-Cited by-同舟云学术

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2D Process-Based Morphodynamic Model for Flooding by Noncohesive Dyke Breach

Published:2014-07 Issue:7 Volume:140 Page:04014022
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Guan Mingfu¹,Wright Nigel G.²,Sleigh P. Andrew³

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Univ. of Leeds, Leeds, West Yorkshire LS2 9JT, U.K. (corresponding author).

2. Professor, School of Civil Engineering, Univ. of Leeds, Leeds, West Yorkshire LS2 9JT, U.K.

3. Senior Lecturer, School of Civil Engineering, Univ. of Leeds, Leeds, West Yorkshire LS2 9JT, U.K.

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.1943-7900.0000861

Reference43 articles.

1. A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions

2. Landslide dam failure and flood hydraulics. Part II: coupled mathematical modelling

3. Flow patterns and damage of dike overtopping;Chinnarasri C.;Int. J. Sediment Res.,2003

4. Overtopping Breaching of Noncohesive Homogeneous Embankments

5. Numerical Modeling of Breach Erosion of River Embankments

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