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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Georges, D. |
| Copyright Year | 1995 |
| Description | Author affiliation: Lab. d'Autom. de Grenoble, France (Georges, D.) |
| Abstract | This paper considers the design of a nonlinear implicit state-observer for the monitoring of large-scale open-channel hydraulic systems. This state-observer is designed on the basis of a discretized version of the nonlinear partial differential equations governing open-channel hydraulics, the Preissmann equations. As these equations are time-implicit, the state-observer appears to be also time-implicit. Furthermore, the author proposes a methodology for finding the optimal sensor location on the basis of the transient observability gramian of a linearized finite-dimensional model of the water flow dynamics. On the basis of realistic simulations, the authors demonstrate the effectiveness of the overall methodology. |
| Starting Page | 3772 |
| Ending Page | 3777 |
| File Size | 495258 |
| Page Count | 6 |
| File Format | |
| ISBN | 0780325591 |
| DOI | 10.1109/ICSMC.1995.538375 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 1995-10-22 |
| Publisher Place | Canada |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Monitoring Hydraulic systems Water resources Partial differential equations Nonlinear equations Sensor systems Nonlinear dynamical systems Rivers Irrigation Finite difference methods |
| Content Type | Text |
| Resource Type | Article |
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