Temporal Variation of Scour around Circular Compound Piers
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Roorkee, India.
2. Assistant Professor, Dept. of Civil Engineering, Jaypee Univ. of Information Technology, Waknaghat, Solan (H.P.), India (corresponding author).
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.1943-7900.0000593
Reference57 articles.
1. Flow around Bridge Piers
2. Observations on Flow around Bridge Abutment
3. Experimental Investigation of Clear-Water Local Scour of Compound Piers
4. Time evolution of scour around bridge abutments;Ballio F.;Water Eng. Res.,2001
5. Temporal Scales for Live-Bed Scour at Abutments
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