Effect of Transversal Bed Slope on the Equilibrium Scour Depth at Bridge Piers-Reference-Cited by-同舟云学术

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Effect of Transversal Bed Slope on the Equilibrium Scour Depth at Bridge Piers

Published:2024-07 Issue:4 Volume:150 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Bombar Gökçen¹,Cardoso António Heleno²

Affiliation:

1. Professor, Dept. of Civil Engineering, İzmir Katip Çelebi Univ., İzmir, Turkey (corresponding author).

2. Professor, Departamento de Engenharia Civil, Arquitetura e Ambiente, Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Lisboa 1049-001, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JHEND8.HYENG-13756

Reference33 articles.

1. Constriction Effects in Clear-Water Scour at Abutments

2. Baltazar J. V. 2023. “Sediment control at lateral water intakes through submerged vane fields.” Ph.D. thesis Instituto Superior Técnico Universidade de Lisboa.

3. Bertoldi D. A. and J. S. Jones. 1998. “Time to scour experiments as an indirect measure of stream power around bridge piers.” In Proc. Int. Water Resource Engineering Conf. 264–269. Reston VA: ASCE.

4. Breusers, H. N. C., and A. J. Raudkivi. 1991. Scouring, hydraulic structures design manual series. 1st ed. London: CRC Press.

5. Canelas O. B. 2019. “Experimental study of the flow dynamics on movable bed open-channel confluences.” Ph.D. thesis Instituto Superior Técnico Universidade de Lisboa.

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