Simulation of Three-Dimensional Free-Surface Dam-Break Flows over a Cuboid, Cylinder, and Sphere-Reference-Cited by-同舟云学术

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Simulation of Three-Dimensional Free-Surface Dam-Break Flows over a Cuboid, Cylinder, and Sphere

Published:2021-09 Issue:9 Volume:147 Page:06021009
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Xie Zhihua¹^ORCID,Stoesser Thorsten²,Xia Junqiang³

Affiliation:

1. Senior Lecturer, School of Engineering, Cardiff Univ., Cardiff CF24 3AA, UK (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Environmental and Geomatic Engineering, Univ. College London, London WC1E 6DE, UK.

3. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.

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.1943-7900.0001910

Reference44 articles.

1. A new fully non-hydrostatic 3D free surface flow model for water wave motions

2. The formation and failure of natural dams

3. Using a Three-Dimensional Smoothed Particle Hydrodynamics Method for Wave Impact on a Tall Structure

4. Simulation of viscous water column collapse using adapting hierarchical grids

5. Solution of the implicitly discretised fluid flow equations by operator-splitting

Cited by 7 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. Data-driven reduced-order simulation of dam-break flows in a wetted channel with obstacles;Ocean Engineering;2023-11

2. Three-Dimensional Numerical Modelling of Real-Field Dam-Break Flows: Review and Recent Advances;Water;2023-08-31

3. A 3D Fully Non-Hydrostatic Model for Free-Surface Flows with Complex Immersed Boundaries;Water;2022-11-22

4. Three-dimensional simulation of silted-up dam-break flow striking a rigid structure;Ocean Engineering;2022-10

5. Impact pressure of dam-break waves on a vertical wall with various downstream conditions by an explicit mesh-free method;Ocean Engineering;2022-07

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