Technical Papers
Jul 2, 2015

Minimum Specific Energy and Transcritical Flow in Unsteady Open-Channel Flow

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Publication: Journal of Irrigation and Drainage Engineering
Volume 142, Issue 1

Abstract

The study and computation of free surface flows is of paramount importance in hydraulic and irrigation engineering. These flows are computed using mass and momentum conservation equations, their solutions exhibiting special features depending on whether the local Froude number (F) is below or above unity, thereby resulting in wave propagation in the upstream and downstream directions or only in the downstream direction, respectively. This dynamic condition is referred to in the literature as critical flow and is fundamental to the study of unsteady flows. Critical flow is also defined as the state at which the specific energy and momentum reach a minimum, based on steady-state computations, and it is further asserted that the backwater equation gives infinite free surface slopes at control sections. So far, these statements were not demonstrated within the context of an unsteady-flow analysis, to be conducted in this paper for the first time. It is demonstrated that the effects of unsteadiness break down critical flow as a generalized open-channel flow concept, and correct interpretations of critical flow, free surface slopes at controls, minimum specific energy, and momentum are given within the context of general unsteady-flow motion in this paper.

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Acknowledgments

The authors are very much indebted to Dr. Sergio Montes, University of Hobart, Tasmania, for his advice on this research. The first author is further grateful to Dr. L. Mateos, IAS-CSIC, for his comments at several stages of this research work. This paper was supported by the Spanish project CTM2013-45666-R, Ministerio de Economía y Competitividad and by the Australian Research Council (Grant DP120100481).

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 142Issue 1January 2016

History

Received: Dec 21, 2014
Accepted: Apr 28, 2015
Published online: Jul 2, 2015
Discussion open until: Dec 2, 2015
Published in print: Jan 1, 2016

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Authors

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Oscar Castro-Orgaz [email protected]
Professor of Hydraulic Engineering, Univ. of Cordoba, Campus Rabanales, Leonardo Da Vinci Building, E-14071 Cordoba, Spain (corresponding author). E-mail: [email protected]; [email protected]
Hubert Chanson [email protected]
Professor in Hydraulic Engineering, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia. E-mail: [email protected]

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