Analytical Solution of k-ϵ Model for Nonuniform Flows-Reference-Cited by-同舟云学术

Analytical Solution of k-ϵ Model for Nonuniform Flows

Published:2018-07 Issue:7 Volume:144 Page:04018033
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Langhi Manoj¹^ORCID,Hosoda Takashi²,Dey Subhasish³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Institute of Infrastructure Technology Research and Management, Ahmedabad 380026, Gujarat, India (corresponding author). ORCID: .

2. Professor, Dept. of Urban Management, Graduate School of Engineering, Kyoto Univ., Kyoto 6158540, Japan.

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, West Bengal, India.

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.1943-7900.0001472

Reference15 articles.

1. Hosoda T. 1990. “Turbulent diffusion mechanism in open channel flows.” [In Japanese.] Ph.D. thesis Dept. of Urban Management Graduate School of Engineering Kyoto Univ.

2. Vertical transfer in open channel flow;Jobson H. E.;J. Hydraul. Div.,1970

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