Prediction of instantaneous bottom shear stress for smooth turbulent bottom boundary layers under irregular waves
Author:
Affiliation:
1. a Department of Civil Engineering , Tohoku University , Aobayama 6-6-06, Aoba, Sendai, 980-8579, Japan
2. b Coastal Hydraulics Division , Institute for Water Modelling , House 476, Road 32, New DOHS, Mohakhali, Dhaka, 1206, Bangladesh
Publisher
Informa UK Limited
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/00221686.2006.9521664
Reference36 articles.
1. Elfrink , B. Hedegaard , I. B. Deigaard , R. and Freds⊘e , J. 1993. Net Sediment Transport in Nonbreaking Waves, Prog. Rep.74 1–11. Denmark: Institute of Hydrodynamic and Hydraulics Engineering Technical University.
2. Mechanics of Coastal Sediment Transport
3. Experiments on transition to turbulence in an oscillatory pipe flow
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