TECHNICAL PAPERS
Dec 1, 1996

Flushing Criteria in Estuarine and Laboratory Experiments

Publication: Journal of Hydraulic Engineering
Volume 122, Issue 12

Abstract

Laboratory experiments have shown the range of densimetric Froude numbers for which a depression that is filled with saline water and located at the bottom of a watercourse will be flushed by the overflow of fresh water. If this densimetric Froude number, based on the water speed, the density difference between the saline water in the depression and the overflowing fresh water, and the depth of the depression, is greater than 1.5 or 2, then the saline fluid is purged very quickly in what is called the one-shot mode. (The range of Froude number depends on the cavity geometry and the manner of the initiation of the overflowing current). For lower values of Froude number the density interface also exhibits an internal wave that sweeps along the cavity ejecting fluid from it, and any liquid of high salinity that remains in the cavity is subsequently removed by turbulent entrainment. Data from a field test of an estuary in Chile show the occurrence of an internal wave that was formed at the upstream sill during ebb tide, the amplitude of which compares favorably with the results collected in the laboratory.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Armfield, S. W., and Debler, W.(1993). “Purging of density stabilized basins.”Int. J. Heat Mass Transfer, 36(2), 519–530.
2.
Christodoulou, G. C.(1986). “Interfacial mixing in stratified flows.”J. Hydr. Res., 138, 353–379.
3.
Ellison, T. H., and Turner, J. S.(1959). “Turbulent entrainment in stratified flow.”J. Fluid Mech., 6, 423–448.
4.
Imberger, J., and Thomson, C. (1994). “Report on the Valdivia Estuary, Chile.”Rep. WP932 JI, Ctr. for Water Res., Univ. of Western Australia, Nedlands, Australia.
5.
Turner, S. (1973). Buoyancy effects in fluids . Cambridge University Press, Cambridge, England.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 122Issue 12December 1996
Pages: 728 - 734

History

Published online: Dec 1, 1996
Published in print: Dec 1996

Permissions

Request permissions for this article.

Authors

Affiliations

Walter Debler
Prof., Dept. of Mech. Engrg. and Appl. Mech., Univ. of Michigan, Ann Arbor, MI 48109; Visiting Res. at Ctr. for Water Res., The Univ. of Western Australia, Nedlands, Australia 6907.
Jörg Imberger, Member, ASCE
Prof., Dept. of Envir. Engrg., Ctr. for Water Res., Univ. of Western Australia, Nedlands, Australia 6907.

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share