Research Article
May 1978
Virtual Mass of Coarse Granular Media
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Waterway, Port, Coastal and Ocean Division
Volume 104, Issue 2
Abstract
An experimental study to determine the effect of unsteady flow on the hydraulic conductivity of coarse granular porous media is outlined. The acceleration effect was expressed in terms of two variables, i.e., acceleration coefficient, which is function of the well-known inertia coefficient, and the instantaneous flow acceleration. The inertia coefficient was found by comparing the resistance of both steady and unsteady flows through the same porous matrix. The results are given in two forms to show the effect of the unsteady flow on the hydraulic resistance, and to show the variation of the inertia coefficient with Reynolds number. The experimental results show that virtual mass effect does exist in coarse granular porous media, which is the usual construction material for rubble-mound breakwaters. Also, it was found that the acceleration effect becomes more important for large grain porous media, e.g., for particle sizes equal or larger than 40 mm.
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 Waterway, Port, Coastal and Ocean Division
Volume 104 • Issue 2 • May 1978
Pages: 191 - 200
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: May 1978
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Alim A. Hannoura, AM.ASCE
Lect. and Research Asst., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
John A. McCorquodale, AM.ASCE
Prof. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
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.