TECHNICAL NOTES
Sep 15, 2011

Experimental Study of Subcritical Dividing Flow in an Equal-Width, Four-Branch Junction

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 10

Abstract

An experimental study of the subcritical dividing flow in an equal-width, four-branch junction with two inflows and two outflows is presented. A brief description of the flow characteristics is given. From the analysis of test data, a linear relationship among five nondimensional parameters, including inflow ratio, outflow ratio, Froude number of inflow in one direction, outflow depth ratio, and outflow aspect ratio, is proposed and proven to successfully predict the flow distribution in the junction. It can be used to solve the dividing flow problem in a street junction, and it can be included as a part of a numerical model of a street network involving subcritical flows.

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Acknowledgments

The experimental setup was built at the Universitat Politècnica de Catalunya thanks to the financial support of the ADAPT project: “AGUA” code UNSPECIFIED95A5060UAF of the European Union in agreement with the Universitat Politècnica de Valencia and thanks to the assistance of Mr. Jaume Ambrós and Mr. Jordi Bayona.
The authors are grateful to the anonymous reviewers who helped improve the final manuscript.

References

Comas-Pelegrí, P. (2005). “Estudi sobre la distribució de cabals en un encreuament de carrers durant sucesos d’inundació, en condicions de règim subcrític.” M.Sc. thesis, Universitat Politècnica de Catalunya, Barcelona, Spain (in Spanish).
Mignot, E. (2005). “Etude experimentale et numerique de l’inondation d’une zone urbanisee: cas des écolements dans les carrefours en croix.” Ph.D. thesis, Cemagref, Lyon (in French).
Nanía, L. S. (1999). “Metodología numérico-experimental para el análisis de riesgo asociado a la escorrentía pluvial en una red de calles.” Ph.D. thesis, Universitat Politècnica de Catalunya, Barcelona. Spain (in Spanish).
Nanía, L., Gómez, M., and Dolz, J. (2004). “Experimental study of the dividing flow in steep street crossings.” J. Hydraul. Res., 42(4), 406–412.
Nanía-Escobar, L., Gómez-Valentín, M., and Dolz-Ripollés, J. (2006). “Análisis de la peligrosidad de la escorrentía pluvial en zona urbana utilizando un enfoque numérico-experimental.” Ingeniería Hidráulica en México, 21(2), 5–15 (in Spanish).
Taylor, E. H. (1944). “Flow characteristics at rectangular open-channel junctions.” ASCE Transactions, Vol. 109, 893–912.
Weber, L. J., Schumate, E. D., and Mawer, N. (2001). “Experiments on flow at a 90° open-channel junction.” J. Hydraul. Eng., 127(5), 340–350.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 10October 2011
Pages: 1298 - 1305

History

Received: Dec 15, 2006
Accepted: Mar 14, 2011
Published online: Sep 15, 2011
Published in print: Oct 1, 2011

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Authors

Affiliations

Leonardo S. Nania [email protected]
Associate Professor, Univ. of Granada, Edificio Politécnico, Campus de Fuentenueva, E18071, Granada, Spain (corresponding author). E-mail: [email protected]
Manuel Gómez
Professor, FLUMEN Group, Technical Univ. of Catalonia, Jordi Girona, 1-3, Edificio D1, E08034, Barcelona, Spain.
José Dolz
Professor, FLUMEN Group, Technical Univ. of Catalonia, Jordi Girona, 1-3, Edificio D1, E08034, Barcelona, Spain.
Pau Comas
Civil Engineer, Technical Univ. of Catalonia, Jordi Girona, 1-3, Edificio D1, E08034, Barcelona, Spain.
Juan Pomares
Technical Engineer, Technical Univ. of Catalonia, Jordi Girona, 1-3, Edificio D1, E08034, Barcelona, Spain.

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