Theory of Turbulent Flow over a Wavy Boundary-Reference-Cited by-同舟云学术

Theory of Turbulent Flow over a Wavy Boundary

Published:2016-06 Issue:6 Volume:142 Page:04016006
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Ali Sk Zeeshan¹,Dey Subhasish²

Affiliation:

1. Ph.D. Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur, West Bengal 721302, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur, West Bengal 721302, 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.1943-7900.0001125

Reference46 articles.

1. Anderson A. G. (1953). “The characteristics of sediment waves formed by flow in open channels.” Proc. 3rd Mid-Western Conf. on Fluid Mechanics Univ. of Minnesota Minneapolis 379–395.

2. Shearing flow over a wavy boundary

3. Curvilinear Flow Profiles Based on Reynolds Averaging

4. Reynolds averaged theory of turbulent shear flows over undulating beds and formation of sand waves

5. Turbulent flow over large-amplitude wavy surfaces

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