Mathematical and numerical modelling of rapid transients at partially lifted sluice gates

The present paper deals with the modelling of rapid transients at partially lifted sluice gates from both a mathematical and numerical perspective in the context of the Shallow water Equations (SWE). First, an improved exact solution of the dam-break problem is presented, assuming (i) the dependence...

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Bibliographic Details
Published in:arXiv.org 2023-03
Main Authors: Cozzolino, Luca, Varra, Giada, Cimorelli, Luigi, Renata Della Morte
Format: Article
Language:English
Subjects:
Detention basins
Exact solutions
Flow equations
Initial conditions
Mathematical models
Model testing
Numerical models
Riemann solver
Shallow water equations
Sluice gates
Submerged flow
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Summary:The present paper deals with the modelling of rapid transients at partially lifted sluice gates from both a mathematical and numerical perspective in the context of the Shallow water Equations (SWE). First, an improved exact solution of the dam-break problem is presented, assuming (i) the dependence of the gate contraction coefficient on the upstream flow depth, and (ii) a physically congruent definition for the submerged flow equation. It is shown that a relevant solution always exists for any set of initial conditions, but there are also initial conditions for which the solution is multiple. In the last case, a novel disambiguation criterion based on the continuous dependence of the solution on the initial conditions is used to select the physically congruent one among the alternatives. Secondly, a one (1-d) and a two-dimensional (2-d) form of a SWE Finite Volume numerical model, equipped with an approximate Riemann solver for the sluice gate treatment at cells interfaces, are presented. It is shown that the numerical implementation of classic steady state gate equations (classic equilibrium approach) leads to unsatisfactory numerical results in the case of fast transients, while a novel relaxed version of these equations (non-equilibrium approach) supplies very satisfactory results both in the 1-d and 2-d case. In particular, the 1-d numerical model is tested against (i) the proposed novel exact solutions and (ii) recent dam-break laboratory results. The 2-d model is verified by means of a test in a realistic detention basin for flood regulation, demonstrating that the novel findings can be promptly applied in real-world cases.
ISSN:2331-8422