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首页|期刊导航|水科学与水工程|Experiments on two-phase flow in hydraulic jump on pebbled rough bed:Part 1-Turbulence properties and particle chord time and length

Experiments on two-phase flow in hydraulic jump on pebbled rough bed:Part 1-Turbulence properties and particle chord time and length

Farhad Bahmanpouri Carlo Gualtieri Hubert Chanson

水科学与水工程2023,Vol.16Issue(4):359-368,10.
水科学与水工程2023,Vol.16Issue(4):359-368,10.DOI:10.1016/j.wse.2023.05.002

Experiments on two-phase flow in hydraulic jump on pebbled rough bed:Part 1-Turbulence properties and particle chord time and length

Experiments on two-phase flow in hydraulic jump on pebbled rough bed:Part 1-Turbulence properties and particle chord time and length

Farhad Bahmanpouri 1Carlo Gualtieri 1Hubert Chanson2

作者信息

  • 1. Civil,Architectural and Environmental Engineering Department(DICEA),The University of Napoli Federico Ⅱ,Via Claudio 21,Napoli 80125,Italy
  • 2. School of Civil Engineering,The University of Queensland,Brisbane,QLD 4072,Australia
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摘要

关键词

Hydraulic jump/Pebbled rough bed/Turbulence intensity/Particle chord time/Two-phase flow

Key words

Hydraulic jump/Pebbled rough bed/Turbulence intensity/Particle chord time/Two-phase flow

引用本文复制引用

Farhad Bahmanpouri,Carlo Gualtieri,Hubert Chanson..Experiments on two-phase flow in hydraulic jump on pebbled rough bed:Part 1-Turbulence properties and particle chord time and length[J].水科学与水工程,2023,16(4):359-368,10.

基金项目

The authors thank Jason Van Der Gevel and Stewart Mat-thews for their technical assistance at the Hydraulic Labora-tory of The University of Queensland.We would like to thank Dr.Stefan Felder from The University of New South Wales(UNSW)Sydney for providing his data analysis software for the analysis of all air-water flow properties.In addition,the exchanges with Dr.Hang Wang from Sichuan University are appreciated.Farhad Bahmanpouri acknowledges the financial support from The University of Napoli Federico Ⅱ(Ph.D.Program in Civil Systems Engineering)during his Ph.D.study. (UNSW)

水科学与水工程

OACSCDCSTPCDEI

1674-2370

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