Estimating Equilibrium Scour Depth at Cylindrical Piers in Experimental Studies-Reference-Cited by-同舟云学术

Estimating Equilibrium Scour Depth at Cylindrical Piers in Experimental Studies

Published:2011-09 Issue:9 Volume:137 Page:1089-1093
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Simarro Gonzalo¹²³,Fael Cristina M. S.¹²³,Cardoso António H.¹²³

Affiliation:

1. Researcher, Dept. of Marine Geology, Instituto de Ciencias del Mar (CSIC), Barcelona, Spain; formerly, Dept. of Civil Engineering, Universidad de Castilla-La Mancha, Ciudad Real, Spain (corresponding author).,

2. Associate Professor, Dept. of Civil Engineering and Architecture, Universidade da Beira Interior, Covilha, Portugal.

3. Professor, Dept. of Civil Engineering and Architecture, Instituto Superior Tecnico, Lisbon, Portugal.

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%29HY.1943-7900.0000410

Reference17 articles.

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

2. Local Scour Around Cylindrical Piers

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

4. Clear-water scour development at bridge abutments

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