Abstract
The paper deals with a real time correction model for application in combination with a conceptual real time rainfall-runoff model for flood prediction. Autoregressive moving average time series models are used for this purpose. For the presented case study, a third-order autoregressive model has been calibrated. The calibration procedure is briefly discussed and the results of quality tests are elaborated. The possibilities and limitations of the correction procedure are illustrated for a test basin.
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Bauwens, W., Marien, J., Marivoet, J., Vandewiele, G. L., and Van der Beken, A., 1983, A mathematical model for real time control of the reservoir on the river Dijle,IAHS Publ. No. 147. Proc. of the Hamburg Symposium, pp. 253–264.
Box, G. G. P. and Jenkins G., 1976,Time Series Analysis, Holden, Day, San Francisco.
Marivoet, J. and Vandewiele G. L., 1980, A real time rainfall-runoff model,IAHS Publ. No. 129, Proc. of the Oxford Symposium, pp. 409–418.
Terrens, I. and Van der Beken, A., 1986, Evolution in the concept and realization of hydrological measurement networks as applied to the real time Dijle flood control project,IAHS Publ. No. 158, Proc. of the Hamburg Symposium, pp. 361–370.
Van der Beken, A., Vandewiele, G. L., Tiberghien, J., Marien, J., Marivoet, J., and Meersseman, M., 1980, On-line flow forecasting for automatic operation of a flood reservoir,IAHS Publ. No. 129, Proc. of the Oxford Symposium, pp. 557–564.
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Bauwens, W., Vandewiele, G.L. The real time runoff forecast models for the River Dijle. Water Resour Manage 3, 1–9 (1989). https://doi.org/10.1007/BF00872333
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DOI: https://doi.org/10.1007/BF00872333