Applications of Second Log-Wake Law for Turbulent Velocity Distributions in Laboratory Flumes and Natural Rivers-Reference-Cited by-同舟云学术

Applications of Second Log-Wake Law for Turbulent Velocity Distributions in Laboratory Flumes and Natural Rivers

Published:2021-09 Issue:9 Volume:147 Page:06021010
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Patel Narendra¹,Shahi Joshan²,Guo Junke³^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Lincoln, NE 68588.

2. Undergraduate Student, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Lincoln, NE 68588.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Lincoln, NE 68588 (corresponding author). ORCID: .

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.1943-7900.0001924

Reference23 articles.

1. Akalin S. 2002. “Water temperature effect on sand transport by size fraction in the lower Mississippi River.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Colorado State Univ.

2. Baird D. C. 2004. “Turbulent flow and suspended sediment transport in a mobile sand bed channel with riprap side slopes.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of New Mexico.

3. Turbulent flow across a natural compound channel

4. Effects of Suspended Sediment on the Open-Channel Velocity Distribution

5. The law of the wake in the turbulent boundary layer

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