The Calibration of 2-D Shallow Water Flow Models

  • Paul G. J. ten Brummelhuis
Part of the Progress in Systems and Control Theory book series (PSCT, volume 3)

Abstract

In Hydraulic Engineering, numerical simulation models are frequently used to analyse (tidal) water movements. To standardize and simplify the generation of these models program packages are developed. One of these packages is based on a one dimensional, the other on a two dimensional description of the dynamics. A serious problem in relating the model outcome to observations of the process is the uncertainty of some model parameters that is introduced by empirical relations. To calibrate the models two different approaches are commented in order to find the appropriate values for these parameters, while other uncertainties (for example with respect to boundary conditions) are also taken into account.

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References

  1. [1]
    ten Brummelhuis, P.G.J, Heemink, A.W. and de Jong, B., “Stochastic Dynamic Approach to Predict Water Levels in Estuaries, Journal of Hydraulic Engineering, vol. 114, ASCE, New York, 1988Google Scholar
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    ten Brummelhuis, P.G.J, and Heemink, A.W., “Parameter Estimation in Stochastic Models for 2-D Shallow Water Flow”, Proceedings of the International Conference on Channel Flow and Catchment Runoff, Charlottesville, 1989Google Scholar
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    Chavent, G., “identification of Distributed Parameter Systems:About the Least Square Method, its Implementation and Identiflability”, Proceedings of the 5th IFAC Symposium on Identification and System Parameter Identification, Pergamon Press Darmstadt, 1979Google Scholar
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    Dronkers, J.J., Tidal Computations in River and Coastal Waters, North Holland Publishing Company, Amsterdam, 1964Google Scholar

Copyright information

© Birkhäuser Boston 1990

Authors and Affiliations

  • Paul G. J. ten Brummelhuis

There are no affiliations available

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