Development of scour hole depth around setback abutment in a compound channel-Reference-Cited by-同舟云学术

Development of scour hole depth around setback abutment in a compound channel

Published:2021-10-15 Issue:1 Volume:36 Page:18-29
ISSN:1747-6585
Container-title:Water and Environment Journal
language:en
Short-container-title:Water & Environment J

Author:

Abouelfetouh Abdelaziz Ahmed¹²^ORCID,Lim Siow Yong²

Affiliation:

1. Civil Engineering Department, Benha Faculty of Engineering Benha University Benha Egypt

2. School of Civil and Environmental Engineering Nanyang Technological University Singapore

Publisher

Wiley

Subject

Management, Monitoring, Policy and Law,Pollution,Water Science and Technology,Environmental Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1111/wej.12758

Reference31 articles.

1. Abdelaziz A.A.&Lim S.Y.(2017)Scour hole characteristics around abutment in compound channel. Proceedings of World Environmental and Water Resources ASCE Sacramento California U.S.A 389‐401.https://doi.org/10.1061/9780784480625.036

2. Effect of abutment aspect ratio on clear‐water scour in floodplains

3. Migration of Maximum Scour Location around Wide Setback Bridge Abutments in Floodplains

4. Alabi P.(2006)Time development of local scour at a bridge pier fitted with a collar(M. Sc. dissertation). Saskatchewan Canada: University of Saskatchewan.

5. Effects of Time and Channel Geometry on Scour at Bridge Abutments

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