Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming-Reference-Cited by-同舟云学术

Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming

Published:2022-09 Issue:9 Volume:148 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Afzal Mohammad Saud¹^ORCID,Holmedal Lars Erik²,Myrhaug Dag³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur, West Bengal 721302, India (corresponding author). ORCID: .

2. Professor, Dept. of Marine Technology, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

3. Professor Emeritus, Dept. of Marine Technology, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0002007

Reference40 articles.

1. Three‐dimensional streaming in the seabed boundary layer beneath propagating waves with an angle of attack on the current

2. Sediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming

3. Theory of Turbulent Flow over a Wavy Boundary

4. Steady Streaming around a Circular Cylinder near a Plane Boundary due to Oscillatory Flow

5. Gravity Waves on Turbulent Shear Flow: Reynolds Averaged Approach

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