Riprap Stability: Transverse and Longitudinal versus Continuous Protections-Reference-Cited by-同舟云学术

Riprap Stability: Transverse and Longitudinal versus Continuous Protections

Published:2009-06 Issue:6 Volume:135 Page:447-456
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

de Almeida Gustavo Adolfo M.¹²,Martín-Vide Juan P.¹²

Affiliation:

1. Postdoctoral Researcher, Dept. of Hydraulic Engineering, Technical Univ. of Catalonia, C/Jordi Girona 1-3 Ed. D1, Barcelona, Spain (corresponding author).

2. Professor, Dept. of Hydraulic Engineering, Technical Univ. of Catalonia, C/Jordi Girona 1-3 Ed. D1, Barcelona, Spain.

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.1943-7900.0000031

Reference21 articles.

1. Almeida G. A. M. (2007). “Influence of geometry on the shear failure of a fluvial riprap protection. Experimental study.” Ph.D. thesis Technical Univ. of Catalonia Barcelona Spain.

2. 10.1029/97WR03190

3. Response of Velocity and Turbulence to Sudden Change of Bed Roughness in Open-Channel Flow

4. Fluvial Entrainment of Protruding Fractured Rock

5. Formulae for the transportation of bedload;Einstein H. A.;Trans. Am. Soc. Civ. Eng.,1942

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