New approximate solution with resonance modes of Saint-Venant equations by WKB-type method

Exact analytical solutions of linearized Saint-Venant equations remain unknown except for uniform regime but this later configuration is not often encountered in real open-channel hydraulic system. In this paper, an approximate solution of linearized Saint-Venant equations in their general non-uniform shape is proposed. This solution is based on a mathematical method developed in quantum mechanics to handle differential equations with space-varying coefficients. It results in irrational transfer functions between levels or flows and boundary flows at any point of the channel and it captures all resonance modes. The accuracy of the method is illustrated on a case study.

[1]  Yuri A. Ermolin Study of Open‐Channel Dynamics as Controlled Process , 1992 .

[2]  V. T. Chow Open-channel hydraulics , 1959 .

[3]  S. Orszag,et al.  Advanced mathematical methods for scientists and engineers I: asymptotic methods and perturbation theory. , 1999 .

[4]  Gregor Wentzel,et al.  Eine Verallgemeinerung der Quantenbedingungen für die Zwecke der Wellenmechanik , 1926 .

[5]  H. A. Kramers,et al.  Wellenmechanik und halbzahlige Quantisierung , 1926 .

[6]  Xavier Litrico,et al.  Analytical approximation of open-channel flow for controller design , 2004 .

[7]  Erik Weyer,et al.  System identification of an open water channel , 2000 .

[8]  Charles Poussot-Vassal,et al.  From infinite dimensional modelling to parametric reduced-order approximation: Application to open-channel flow for hydroelectricity , 2016, 2016 European Control Conference (ECC).

[9]  L. Brillouin,et al.  La mécanique ondulatoire de Schrödinger; une méthode générale de resolution par approximations successives , 1926 .

[10]  Vicente Feliu-Batlle,et al.  Fractional-order mathematical model of an irrigation main canal pool , 2015 .

[11]  E. Villaseñor Introduction to Quantum Mechanics , 2008, Nature.

[12]  Didier Georges,et al.  Simplified Non-Uniform Models for Various Flow Configurations in Open Channels , 2017 .

[13]  O. H. Bosgra,et al.  Open-channel flow model approximation for controller design , 1995 .

[14]  Didier Georges,et al.  Non-linear control of water flow dynamics by input-output linearization based on a collocation method model , 2001, 2001 European Control Conference (ECC).

[15]  Albert J. Clemmens,et al.  Identification of resonance waves in open water channels , 2010 .