Prediction of instantaneous bottom shear stress for smooth turbulent bottom boundary layers under irregular waves

Author:

Tanaka Hitoshi1,Samad Mustafa Ataus2

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

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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