Effect of the Current-Wave Angle on the Local Scour Around Circular Piles-Reference-Cited by-同舟云学术

Effect of the Current-Wave Angle on the Local Scour Around Circular Piles

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

de la Torre Oscar¹^ORCID,Hann Martyn²^ORCID,Miles Jon³,Stripling Stuart⁴,Greaves Deborah⁵

Affiliation:

1. Senior Researcher, Barcelona Fluids & Energy Lab, Univ. Politecnica de Catalunya, Av. Diagonal 647, 08028 Barcelona, Spain (corresponding author). ORCID: .

2. Lecturer, School of Engineering, Univ. of Plymouth, Drake Circus, PL48AA Plymouth, UK. ORCID: .

3. Associate Professor, School of Engineering, Univ. of Plymouth, Drake Circus, PL48AA Plymouth, UK.

4. Scientific Manager, School of Engineering, Univ. of Plymouth, Drake Circus, PL48AA Plymouth, UK.

5. Professor, School of Engineering, Univ. of Plymouth, Drake Circus, PL48AA Plymouth, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000692

Reference32 articles.

1. Arneson, L. A., L. W. Zevenbergen, P. F. Lagasse, and P. E. Clopper. 2012. Evaluating scour at bridges. FHWA-HIF-12-003 HEC-18. Washington, DC: FHWA.

2. Local Scour Around Cylindrical Piers

3. Chabert, J., and P. Engeldinger. 1956. Etude des affouillements autour des piles de ponts. Chatou, France: Lab. Nat. d’Hydr.

4. Empirical design of scour protections around monopile foundations

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