A new criterion for critical suspension of nonuniform sediment-Reference-Cited by-同舟云学术

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A new criterion for critical suspension of nonuniform sediment

Published:2022-07-03 Issue:3 Volume:64 Page:477-487
ISSN:2166-4250
Container-title:Coastal Engineering Journal
language:en
Short-container-title:Coastal Engineering Journal

Author:

Sun Zhilin¹,Sun Lixia¹^ORCID,Gao Yun²,Zheng Haolei¹,Xiang Wengang¹,Gao Yimeng³

Affiliation:

1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, Zhejiang, China

2. School of Marine Engineering Equipment, Zhejiang Ocean University, Zhoushan, Zhejiang, China

3. Ocean College, Zhejiang University, Zhoushan, Zhejiang, China

Funder

National

Natural Science Foundation of China

National Key Research and Development Program

Publisher

Informa UK Limited

Subject

Ocean Engineering,Modeling and Simulation,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/21664250.2022.2120584

Reference22 articles.

1. A Theoretical and Experimental Study of Climbing-Ripple Cross-Lamination, with a Field Application to the Uppsala Esker

2. Sediment Entrainment Probability and Threshold of Sediment Suspension: Exponential-Based Approach

3. Suspended Sediment‐Transport Capacity for Open Channel Flow

4. Analysis of Initiation of Sediment Suspension from Bed Load

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