Migration of Maximum Scour Location around Wide Setback Bridge Abutments in Floodplains-Reference-Cited by-同舟云学术

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

Published:2021-09 Issue:9 Volume:147 Page:04021038
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Abdelaziz Ahmed Abouelfetouh¹^ORCID,Lim Siow-Yong²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Benha Faculty of Engineering, Benha Univ., Benha, Qalubiya 13512, Egypt (corresponding author). ORCID: .

2. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0001599

Reference36 articles.

1. Abdelaziz A. A. and S. Y. Lim. 2017. “Scour hole characteristics around abutment in compound channel.” In Proc. World Environmental and Water Resources Congress 2017: Hydraulics and Waterways and Water Distribution Systems Analysis 389–401. Reston VA: ASCE.

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

3. Abid I. and S. H. Hong. 2018. “Prediction of location of abutment and contraction scour hole for compound channels.” In Proc. World Environmental and Water Resources Congress 2018: Hydraulics and Waterways Water Distribution Systems Analysis and Smart Water 152–159. Reston VA: ASCE.

4. Flow Field around Semielliptical Abutments

5. Flow mechanism around bridge abutment models;Bhatia U. K.;Int. J. Eng. Res. Appl.,2014

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2. Equilibrium scour hole size at setback abutments with varied aspect ratios in floodplains;Journal of Hydro-environment Research;2022-05

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