Hydro-Electric Open Channel

Note: This page has not been verified by our editors.

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 $x$ ($x\in [0L]$, $L\in {\mathbb{ℝ}}_{+}$), obtained around some flow and height linearisation point, can be formulated as follows:

$h(x,s)={\mathbf{G}}_{\mathbf{𝐢}}(x,s)q_i(s)-{\mathbf{G}}_{\mathbf{𝐨}}(x,s)q_o(s)=\mathbf{𝐇}(x,s)u(s).$

The ${\mathbf{𝐆}}_i$ and ${\mathbf{𝐆}}_o$ functions are irrational and read

${\mathbf{G}}_{\mathbf{𝐢}}(x,s)=\frac{{\lambda }_1(s)e^{{\lambda }_2(s)L+{\lambda }_1(s)x}-{\lambda }_2(s)e^{{\lambda }_1(s)L+{\lambda }_2(s)x}}{B_{0}s(e^{{\lambda }_1(s)L}-e^{{\lambda }_2(s)L})}$

and

${\mathbf{G}}_{\mathbf{𝐨}}(x,s)=\frac{{\lambda }_1(s)e^{{\lambda }_1(s)x}-{\lambda }_2(s)e^{{\lambda }_2(s)x}}{B_{0}s(e^{{\lambda }_1(s)L}-e^{{\lambda }_2(s)L})}$

Considered data

The benchmark contains the above irrational model description together with the numerical data as used in the reference paper

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.

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, 2018. https://morwiki.mpi-magdeburg.mpg.de/morwiki/index.php/Hydro-Electric_Open_Channel

@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},
  address   = {Aalborg, Denmark},
  month     = {July},
  year      = {2016},
  pages     = {1982-1987},
}