Computational Modeling of Bed Material Shear Stresses in Piston-Type Erosion Rate Testing Devices-Reference-Cited by-同舟云学术

Computational Modeling of Bed Material Shear Stresses in Piston-Type Erosion Rate Testing Devices

Published:2014-01 Issue:1 Volume:140 Page:24-34
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Crowley Raphael W.¹,Robeck Corbin²,Thieke Robert J.³

Affiliation:

1. Visiting Assistant Professor, Dept. of Construction Management, Univ. of North Florida, Building 50, Room 2400, Jacksonville, FL 32224; formerly, Postdoctoral Associate, Dept. of Civil and Coastal Engineering, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, Gainesville, FL 32611 (corresponding author).

2. Graduate Student, Dept. of Civil and Coastal Engineering and Dept. of Mechanical Engineering, Univ. of Florida, Gainesville, FL 32601.

3. Assistant Professor, Dept. of Civil and Coastal Engineering, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611.

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.1943-7900.0000797

Reference27 articles.

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2. Free Surface Flow In A Channel Of Large Relative Roughness

3. Briaud J. L. Chen H. C. Li Y. Nurtjahyo P. and Wang J. (2004a). “Pier and contraction scour in cohesive soils.” NCHRP Rep. 516 Transportation Research Board Washington DC.

4. SRICOS-EFA Method for Complex Piers in Fine-Grained Soils

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