Influence of Grain Size on Sediment Transport during Initial Stages of Horizontal Dam Break

Influence of Grain Size on Sediment Transport during Initial Stages of Horizontal Dam Break–Type Flows

Published:2019-05 Issue:3 Volume:145 Page:04019009
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Othman Ilya K.¹,Jiang Zhonglian²,Baldock Tom E.³

Affiliation:

1. Senior Lecturer, School of Civil Engineering, Univ. Teknologi Malaysia, 81300, Skudai, Johor, Malaysia; Research Fellow, Center for Coastal and Ocean Engineering (COEI), Univ. Teknologi Malaysia, Kuala Lumpur 54100, Malaysia (corresponding author).

2. Lecturer, National Engineering Research Center for Water Transport Safety, Wuhan Univ. of Technology, Wuhan 430063, China.

3. Professor, School of Civil Engineering, Univ. of Queensland, St Lucia, Brisbane, QLD 4072, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000510

Reference46 articles.

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3. An empirical correlation of bedload transport rates in flumes and natural rivers

4. Transport of solids by natural water flow: evidence for a worldwide correlation

5. Discussion of “Effect of Seepage-Induced Nonhydrostatic Pressure Distribution on Bed-Load Transport and Bed Morphodynamics” by Simona Francalanci, Gary Parker, and Luca Solari

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