Abstract

Rigorously derived shallow water equations (SWEs) are applied to results of large eddy simulation (LES) of a continuously fed gravity current in order to assess (1) sensitivity of current depth results to its definition; (2) coefficients in depth-averaged continuity and momentum equation due to the nonuniformity of density and velocity profiles; and (3) sensitivity of entrainment coefficient to definition of current depth. It is shown that using different definitions of the current depth may produce significantly different numerical results. The coefficients due to nonuniformity in the continuity equation are very close to unity, whereas the coefficients in the momentum flux and the pressure term in the momentum equation are different from unity by a margin that is very sensitive to the definition of current depth. The entrainment coefficient is more sensitive to the selected parameterization than to the definition of the current depth.

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Data Availability Statement

Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The first author acknowledges support from the Swiss National Science Foundation (SNSF Grant No. 200021_159249). The second author acknowledges support from the Binks Trust Foundation. The authors would like to acknowledge the associate editor and the two anonymous reviewers for the constructive comments, which allowed significant improvement of the earlier version of this article.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 147Issue 5May 2021

History

Received: Feb 11, 2020
Accepted: Oct 26, 2020
Published online: Mar 12, 2021
Published in print: May 1, 2021
Discussion open until: Aug 12, 2021

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Hydraulic Constructions Platform (PL-LCH), School of Architecture, Civil and Environmental Engineering, École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland (corresponding author). ORCID: https://orcid.org/0000-0002-6425-3934. Email: [email protected]
Professor, School of Engineering, Univ. of Aberdeen King’s College, Aberdeen AB24 3UE, Scotland, UK. ORCID: https://orcid.org/0000-0002-4623-094X. Email: [email protected]
George Constantinescu, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Iowa, Iowa City, IA 52242. Email: [email protected]
Professor Emeritus, Hydraulic Constructions Platform (PL-LCH), School of Architecture, Civil and Environmental Engineering, École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland. ORCID: https://orcid.org/0000-0003-1559-5740. Email: [email protected]
Mário J. Franca [email protected]
Professor, IHE Delft Institute for Water Education and Dept. of Hydraulic Engineering, Delft Univ. of Technology, Delft 2611 AX, Netherlands. Email: [email protected]

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