New Experimental Method to Find Equilibrium Scour at Bridge Piers-Reference-Cited by-同舟云学术

New Experimental Method to Find Equilibrium Scour at Bridge Piers

Published:2008-10 Issue:10 Volume:134 Page:1491-1495
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Chreties Christian¹²³,Simarro Gonzalo¹²³,Teixeira Luis¹²³

Affiliation:

1. Assistant Professor, Facultad de Ingeniería, Univ. de la República, Julio Herrera y Reissig 565, 11300 Montevideo, Uruguay.

2. Associate Professor, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Univ. de Castilla-La Mancha, Camilo José Cela 2, 13071 Ciudad Real, Spain.

3. Full Professor, Facultad de Ingeniería, Univ. de la República, Julio Herrera y Reissig 565, 11300 Montevideo, Uruguay.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282008%29134%3A10%281491%29

Reference11 articles.

1. Local Scour Around Cylindrical Piers

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

3. Local scour at vertical-wall abutments under clear-water flow conditions

4. Grimaldi C. Gaudio R. Cardoso A. H. and Calomino F. (2006). “Local scouring at bridge piers and abutments: Time evolution and equilibrium.” Proc. 3rd Int. Conf. on Fluvial Hydraulics 1657–1664.

5. Pier and Abutment Scour: Integrated Approach

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