Open-Channel Flow Turbulence and Its Research Prospect in the 21st Century
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, Kyoto Univ., Kyoto 606-8501, Japan.
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%290733-9429%282005%29131%3A4%28229%29
Reference103 articles.
1. Azuma R. and Nezu I. (2004). “Velocity profiles and von Karman constant in open-channel flows with suspended sediment.” 4th Int. Symp. on Environmental Hydraulics (in press).
2. Turbulence Modulation and Particle Velocities over Flat Sand Beds at Low Transport Rates
3. Bradshaw P. (1967). “Conditions for the existence of an inertial subrange in turbulent flow.” A. R. C. R. & M. London No. 3603.
4. Calculation of boundary-layer development using the turbulent energy equation
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