Research Article
Jul 1963
Turbulent Flow with Suspended Particles
Author: Mikio HinoAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 89, Issue 4
Abstract
Two fundamental equations, the energy equation and the acceleration balance equation of turbulent motion, are derived for flows with suspended particles. Using these equations, general formulas are derived for the changes in the characteristic turbulent quantities such as the von Karman constant, the turbulent intensity, the life time of eddies, and the diffusion coefficient. Fairly good agreements between the theory developed and published experimental results are shown for sediment-laden flows and a special case of flow with suspensions of neutrally buoyant particles. Moreover, the theory predicts that the decrease in the turbulent intensity or the damping effect due to suspension of sediment particles will be very small, contrary to the commonly accepted belief.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Hydraulics Division
Volume 89 • Issue 4 • July 1963
Pages: 161 - 185
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Jul 1963
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Mikio Hino
Dr. Ing., Central Research Institute of Electric Power Industry, Komae-Cho, Kitatama-Gun, Tokyo, Japan
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.