A robust two-equation model for transient-mixed flows-Reference-Cited by-同舟云学术

A robust two-equation model for transient-mixed flows

Published:2010-02 Issue:1 Volume:48 Page:44-56
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Leon Arturo S.¹,Ghidaoui Mohamed S.²,Schmidt Arthur R.³,Garcia Marcelo H.⁴

Affiliation:

1. a Department of Civil Engineering , Micron Engineering Center, Boise State University , Room 403A, 1910 University Drive, Boise, ID, 83725-2075, USA

2. b Department of Civil and Environmental Engineering , The Hong Kong University of Science and Technology , Room 3569, Clear Water Bay, Kowloon, Hong Kong SAR, People's Republic of China E-mail:

3. c V.T. Chow Hydrosystems Laboratory, Department of Civil and Environmental Engineering , University of Illinois at Urbana-Champaign , 2535a Hydrosystems Laboratory, MC-250. 205 North Mathews Avenue, Urbana, IL, 61801, USA E-mail:

4. d V.T. Chow Hydrosystems Laboratory, Department of Civil and Environmental Engineering , University of Illinois at Urbana-Champaign , 2535b Hydrosystems Laboratory, MC-250. 205 North Mathews Avenue, Urbana, IL, 61801, USA E-mail:

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221680903565911

Reference31 articles.

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3. Numerical and experimental water transients in sewer pipes

4. Cardle , J. A. 1984. “An investigation of hydraulic transients in combination of free surface and pressurized flows”. Twin Cities, MN: Department of Civil and Mineral Engineering, University of Minnesota.PhD thesis

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