Abstract
The goal of this paper is to solve the global sensitivity analysis for a particular control problem. More precisely, the boundary control problem of an open-water channel is considered, where the boundary conditions are defined by the position of a down stream overflow gate and an upper stream underflow gate. The dynamics of the water depth and of the water velocity are described by the Shallow-Water equations, taking into account the bottom and friction slopes. Since some physical parameters are unknown, a stabilizing boundary control is first computed for their nominal values, and then a sensitivity analysis is performed to measure the impact of the uncertainty in the parameters on a given to-be-controlled output. The unknown physical parameters are described by some probability distribution functions. Numerical simulations are performed to measure the first-order and total sensitivity indices.
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Appendix: Technical proofs
Appendix: Technical proofs
Proof of Proposition 1
Let us first note that it follows from (2) and \(Q=BHV\) that (by omitting the time variable)
which is equivalent to
On the other side, the first line of (13) yields with (7) and the definitions of v and h, the following
which may be rewritten as
Therefore, with (37) and (38), (2) and the first line of (13) are equivalent as soon as the first control is defined by (11).
Let us compute the control \(U_L\) in a similar way. To do that, we first deduce from (3) the following
and thus
Moreover, from the second line of (13), with (7) and the expressions of v and h, it holds
and also
From (39) and (40) we get that (3) and the second line (13) are equivalent as soon as the control \(U_L\) is defined by
which is equivalent to (12). This concludes the proof of Proposition 1. \(\square \)
Proof of Proposition 3
For sake of conciseness, we omit the time variable: for instance H(0) stands for H(0, t) for each t. Let us define \( \alpha =\frac{1+k_0}{1-k_0}, \quad \beta =\sqrt{\frac{g}{H^\star _\text {nom}}} .\)
At \(x=0\), we take, from the proof of Proposition 1:
with
that is:
Now, given the change of variables between (V, H), (v, h), this equation could be rewritten as a nonlinear relation between v(0) and h(0), hence, as a nonlinear relation between \(\xi _1(0)\) and \(\xi _2(0)\). However, to keep the resolution simple, we have to linearize this equation. This linearization is made in accordance with the linearization of the Shallow-Water equation for (H, V) near \((H^\star , V^\star )\), hence for (h, v) near the origin. We do the same here; hence by Taylor expansion around \(h=0\), we get \( v(0)= \mathcal {A}+ \mathcal {B}h(0) + o (h(0)) \) with
and
Similarly, at \(x=L\), we have
where \(\alpha _L=\frac{1+k_L}{1-k_L}\), and
Therefore,
with
Thus, the linearized boundary relations satisfied by \(\xi _1\) and \(\xi _2\) in the real-life model are given by (18) and (19). \(\square \)
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Janon, A., Nodet, M., Prieur, C. et al. Global sensitivity analysis for the boundary control of an open channel. Math. Control Signals Syst. 28, 6 (2016). https://doi.org/10.1007/s00498-015-0151-4
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DOI: https://doi.org/10.1007/s00498-015-0151-4