Local scour at vertical-wall abutments under clear-water flow conditions-Reference-Cited by-同舟云学术

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

Published:2006-10 Issue:10 Volume:42 Page:
ISSN:0043-1397
Container-title:Water Resources Research
language:en
Short-container-title:Water Resour. Res.

Author:

Fael Cristina Maria Sena¹,Simarro-Grande Gonzalo²,Martín-Vide Juan-Pedro³,Cardoso António Heleno⁴

Affiliation:

1. Department of Civil Engineering; Universidade da Beira Interior; Covilhã Portugal

2. Department of Civil Engineering; Universidad de Castilla-La Mancha; Ciudad Real Spain

3. Hydraulic Department, Civil Engineering School; Universitat Politècnica de Catalunya; Barcelona Spain

4. Department of Civil Engineering and Architecture; Instituto Superior Técnico; Lisbon Portugal

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1029/2005WR004443/fullpdf

Reference23 articles.

1. Bertoldi , D. A. J. S. Jones 1998 Time to scour experiments as an indirect measure of stream power around bridge piers the International Water Resources Engineering Conference Memphis, Tenn.

2. Time evolution and effect of channel geometry on local scour at bridge abutments;Cardoso;J. Hydraul. Eng.,1999

3. Effects of flow intensity, obstacle alignment and cross-section geometry on scour at bridge abutments;Cardoso;Int. J. Sediment Res.,2002

4. Similarity laws for localized scour;Carstens;J. Hydraul. Div. Am. Soc. Civ., Eng.,1966

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