Hydro-Electric Open Channel

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Description

Motivation

The so-called Saint-Venant equations are largely used in the hydraulic domain to model the dynamics of an open channel flow. These equations consist of two nonlinear hyperbolic PDEs. In the considered benchmark, under mild simplifying assumptions detailed in , the St Venant PDE equations describing the height variation $h$ of the river as a function of the inflow $q_i$ and outflow $q_o$ variations, at location $x$ ($x\in[0\,\,L]$, $L\in\mathbb R_+$), obtained around some flow and height linearisation point, can be formulated as follows:

$h(x,s) = \mathbf{G_i}(x,s)q_i(s) - \mathbf{G_o}(x,s)q_o(s) = \mathbf H(x,s) u(s).$

The $\mathbf G_i$ and $\mathbf G_o$ functions are irrational and read

$\mathbf{G_i}(x,s)= \dfrac{\lambda_1(s)e^{\lambda_2(s)L+\lambda_1(s)x}-\lambda_2(s)e^{\lambda_1(s)L+\lambda_2(s)x}}{B_0s(e^{\lambda_1(s)L}-e^{\lambda_2(s)L})}$

and

$\mathbf{G_o}(x,s)= \dfrac{\lambda_1(s)e^{\lambda_1(s)x}-\lambda_2(s)e^{\lambda_2(s)x}}{B_0s(e^{\lambda_1(s)L}-e^{\lambda_2(s)L})}$

Considered data

The benchmark contains the above irrational model description together with the numerical data as used in the reference paper, given as Matlab handle functions.

Origin

Collaboration between ONERA and EDF. The data from the simplified hydro-electric open-channel model come from V. Dalmas and G. Robert while and the treatment performed jointly with P. Vuillemin, and C. Poussot-Vassal.

Data

Description

The File:HydroelectricChannel.zip (67Ko) repository contains three files:

• The dataONERA_Hydroelectric.mat data file, with the data describing the irrational above described

• The dataONERA_Hydroelectric_withMOR.mat data file, with 2 ROMs obtained with the MOR toolbox using the Loewner method
  • Hr1 : linear rational ROM (state-space models in Matlab form).
  • Hr2 : linear rational ROM with varying dimensions, with stability post enforcement and addition of the 0 singularity afterward (state-space models in Matlab form).

• The startONERA_Hydroelectric.m script file, used to loads and plots the data for illustration.

Objective

The model's main dynamics are a delayed one with an integral action. Find a (linear) reduced order model stable but with one single singularity in 0 that well reproduces the irrational model.

Citation

To cite this benchmark, use the following references:

• For the benchmark itself and its data:

The MORwiki Community, Hydro-Electric Open Channel. MORwiki - Model Order Reduction Wiki, 2021. https://morwiki.mpi-magdeburg.mpg.de/morwiki/index.php/Hydro-Electric_Open_Channel

• For the background on the benchmark:

@inproceedings{DalmasECC:2016,
  author    = {V. Dalmas and G. Robert and C. Poussot-Vassal and I. {Pontes Duff} and C. Seren},
  title     = {From infinite dimensional modelling to parametric reduced order approximation: Application to open-channel flow for hydroelectricity},
  booktitle = {Proceedings of the 15th European Control Conference},
  year      = {2016},
  pages     = {1982--1987},
  doi       = {10.1109/ECC.2016.7810582}
}

Contact

Charles Poussot-Vassal