TECHNICAL PAPERS
Sep 1, 2007

Hydraulic Jumps on Rough Beds

Publication: Journal of Hydraulic Engineering
Volume 133, Issue 9

Abstract

This paper presents the results of an experimental investigation on the hydraulic jump on horizontal rough beds. Experiments were carried out to study the effect of bed roughness on both the sequent depth ratio and the roller length. The investigation allowed the writers to positively test the reliability of a new solution of the momentum equation for the sequent depth ratio as a function of the Froude number and the ratio between the roughness height and the upstream supercritical flow depth. The applicability of some empirical relationships for estimating the roller length was also tested.

Get full access to this article

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

Acknowledgments

The research was carried out with the financial support of Grant No. PRIN 2004 “Studio delle rampe in pietrame con modelli di laboratorio a differenti scale”—Ministero Istruzione, Università e Ricerca Scientifica–Governo Italiano. The writers are indebted to the anonymous reviewers and the Associate Editor for the useful comments and suggestions which improved the original manuscript.

References

Bakhmeteff, B. A. (1932). Hydraulics of open channels, McGraw-Hill, New York.
Bresse, J. A. C. (1860). Cours de mécanique appliquée, 2: Hydraulique, Mallet-Bachelier, Paris.
Carollo, F. G., and Ferro, V. (2004a). “Contributo allo studio della lunghezza del risalto libero su fondo liscio e scabro.” Rivista di Ingegneria Agraria, 35(4), 13–20 (in Italian).
Carollo, F. G., and Ferro, V. (2004b). “Determinazione delle altezze coniugate del risalto libero su fondo liscio e scabro.” Rivista di Ingegneria Agraria, 35(4), 1–11 (in Italian).
Citrini, D. (1939). “Il salto di Bidone.” Energ. Elettr., 16(6), 441–465; and 16(7), 517–527 (in Italian).
Ead, S. A., and Rajaratnam, N. (2002). “Hydraulic jumps on corrugated beds.” J. Hydraul. Eng., 128(7), 656–663.
Einwachter, J. (1932). “Berechnung der deckwalzenbreite des freien wassersprunges.” Wasserwirtschaft, 27(21), 245–249 (in German).
Gill, M. A. (1980). “Effect of boundary roughness on hydraulic jump.” Int. Water Power Dam Constr., 32(1), 22–24.
Govinda Rao, N. S., and Ramaprasad, N. (1966). “Application of momentum equation in the hydraulic jump.” La Houille Blanche, 24(10), 451–453.
Hager, W. H. (1992). Energy dissipators and hydraulic jump, Kluwer, Dordrecht, The Netherlands.
Hager, W. H., and Bremen, R. (1989). “Classical hydraulic jump: Sequent depths.” J. Hydraul. Res., 27(5), 565–585.
Hager, W. H., Bremen, R., and Kawagowshi, N. (1990). “Classical hydraulic jump: Length of roller.” J. Hydraul. Res., 28(5), 591–608.
Hughes, W. C., and Flack, J. E. (1984). “Hydraulic jump properties over a rough bed.” J. Hydraul. Eng., 110(12), 1755–1771.
Mehrotra, S. C. (1976). “Length of hydraulic jump.” J. Hydr. Div., 102(7), 1027–1033.
Pietrkowski, J. (1932). “Beitrag zur kenntnis des wechselsprunges.” Wasserwirtschaft, 25(25), 356–358; 25(26), 370–372; 25(27), 377–379; and 25(28), 397–400 (in German).
Rajaratnam, N. (1965). “The hydraulic jump as a wall jet.” J. Hydr. Div., 91(5), 107–132.
Smetana, J. (1937). “Studi sperimentali sul salto di Bidone libero e annegato.” Energ. Elettr., 24(10), 829–835 (summary in Italian).

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 9September 2007
Pages: 989 - 999

History

Received: May 16, 2005
Accepted: Mar 27, 2007
Published online: Sep 1, 2007
Published in print: Sep 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Francesco Giuseppe Carollo, Ph.D.
Engineer, Dipartimento di Ingegneria e Tecnologie Agro-Forestali, Sezione Idraulica, Facoltà di Agraria, Univ. di Palermo, Viale delle Scienze, 90128 Palermo, Italy. E-mail: [email protected]
Vito Ferro, Ph.D.
Full Professor, Dipartimento di Ingegneria e Tecnologie Agro-Forestali, Sezione Idraulica, Facoltà di Agraria, Univ. di Palermo, Viale delle Scienze, 90128 Palermo, Italy. E-mail: [email protected]
Vincenzo Pampalone
Engineer, Dipartimento di Ingegneria e Tecnologie Agro-Forestali, Sezione Idraulica, Facoltà di Agraria, Univ. di Palermo, Viale delle Scienze, 90128 Palermo, Italy.

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