Response of Bedload and Bedforms to Near-Bed Flow Structures-Reference-Cited by-同舟云学术

Response of Bedload and Bedforms to Near-Bed Flow Structures

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Zhao Chenwei¹,Fang Hongwei²^ORCID,Ouro Pablo³,Stoesser Thorsten⁴^ORCID,Dey Subhasish⁵

Affiliation:

1. Doctoral Research Fellow, School of Future Technologies, Xuteli School, Beijing Institute of Technology, Beijing 100081, China.

2. Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). ORCID: .

3. Dame Kathleen Ollerenshaw Fellow, Dept. of Mechanical, Aerospace and Civil Engineering, Univ. of Manchester, Manchester M13 9PL, UK.

4. Professor, Engineering Fluid Dynamics Research Centre, School of Civil, Environmental and Geomatic Engineering, Univ. College London, Gower St., London WC1E 6BT, UK. ORCID: .

5. Distinguished Professor, Dept. of Civil and Infrastructure Engineering, Indian Institute of Technology Jodhpur, Jodhpur, Rajasthan 342030, India; Visiting Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua Univ., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JHEND8.HYENG-13618

Reference58 articles.

1. Baas, J. H. 1993. Dimensional analysis of current ripples in recent and ancient depositional environments (Geologica ultraiectina). Utrecht, Netherlands: Faculteit Aardwetenschappen Der Rijksuniversi.

2. Fine sediment dynamics in unsteady open-channel flow studied with acoustic and optical systems

3. Transport and deposition of fine sediment in open channels with different aspect ratios

4. A scaling analysis for point–particle approaches to turbulent multiphase flows

5. Hydraulic roughness over simple subaqueous dunes