Abstract
In the framework of an integrated use, among different scales, of conceptually-based stochastic models of streamflows, some points related to efficient parameter estimation are discussed in this paper. Two classes of conceptual-stochastic models, ARMA and Shot Noise, are taken under consideration as equivalent to a conceptual system transforming the effective rainfall into runoff. Using these models, the possible benefits of data aggregation with regards to parameter estimation are investigated by means of a simulation study. The application made with reference to the ARMA(1,1) model shows advantageous effects of data aggregation, while the same benefits are not found for estimation of the conceptual parameters with the corresponding Shot Noise model.
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References
Bartolini, P. and J.D. Salas (1993) “Modeling of streamflow processes at different time scales”, Water Resour. Res., 29 (8), 2573–2587.
Benjamin, J.R. and C.A. Cornell (1970) Probability, Statistics and Decision for Civil Engineers, Mc. Graw Hill Book Co., New York.
Box, G.E. and G. Jenkins (1970). Time Series Analysis, Forecasting and Control. Holden-Day, San Francisco (Revised Edition 1976 ).
Bernier, J. (1970) “Inventaire des Modeles des Processus Stochastiques applicables a la Description des Debits Journaliers des Rivieres”, Rev. Int. Stat. Inst., 38, 49–61.
Claps,P. e F. Rossi (1992) “A conceptually-based ARMA model for monthly streamflows”, in J.T. Kuo and G.F.Lin (Eds.) Stochastic Hydraulics ‘82, Proc. of the Sixth IAHR Intl. Symp. on Stochastic Hydraulics, Dept. of Civil Engrg., NTU, Taipei (Taiwan), 817–824.
Claps, P. (1992) “Sulla validazione di un modello dei deflussi a base concettuale”, Proc. XXIII Conf. Hydraul. and Hydraul. Struct., Dept. Civil Eng., Univ. of Florence, D.91-D.102.
Claps, P. and F. Murrone (1993) “Univariate conceptual-stochastic models for spring runoff simulation”, in M.H. Hamza (Ed.) Modelling and Simulation, Proc. of the XXIV TASTED Annual Pittsburgh Conference, May 10–12, 1993, Pittsburgh, USA, 491–494.
Claps, P., F. Rossi and C. Vitale (1993) “Conceptual-stochastic modeling of seasonal runoff using Autoregressive Moving Average models and different scales of aggregation”, Water Resour. Res., 29 (8), 2545–2559.
Cowpertwait, P.S.P. and P.E. O’Connell (1992) “A Neyman Scott shot noise model for the generation of daily streamflow time series”, in J.P. O’Kane (Ed.) Advances in Theoretical Hydrology, Part A, chapter 6, Elsevier, The Netherlands.
Jakeman, A.J. and G.M. Hornberger (1993) “How much complexity is warranted in a rainfall-runoff model?”, Water Resour. Res., 29 (8), 2637–2649.
Kavvas, M.L., L.J. Cote and J.W. Delleur (1977) “Time resolution of the hydrologic time-series models”, Journal of Hydrology, 32, 347–361.
Kron W, Plate E.J. and Ihringer J. (1990) “A Model for the generation of simultaneous daily discharges of two rivers at their point of confluence”, Stochastic Hydrol. and Hydraul., (4), 255–276.
Obeysekera, J.T.B. and J.D. Salas (1986) “Modeling of aggregated hydrologic time series”, Journal of Hydrology, 86, 197–219.
O’Connell, P.E. (1971) “A simple stochastic modeling of Hurst’s law”, Int. Symp. on Math. Models in Hydrology, Int. Ass. Hydrol. Sci. Warsaw.
Murrone, F., F. Rossi and P. Claps (1992). “A conceptually-based multiple shot noise model for daily streamflows”, in J.T. Kuo and G.F.Lin (Eds.) Stochastic Hydraulics ‘82, Proc. of the Sixth IAHR Intl. Symp. on Stochastic Hydraulics, Dept. of Civil Engrg., NTU, Taipei (Taiwan R.O.C.), 857–864.
Rossi,F. and G. Silvagni (1980). “Analysis of annual runoff series”, Proc. Third IAHR Int. Symp. on Stochastic Hydraulics, Tokio, A-18(1–12).
Salas, J.D. and R.A. Smith (1981) “Physical basis of stochastic models of annual flows”, Water Resour. Res., 17 (2), 428–430.
Salas J.D., Delleur J.W., Yevjevic V. and Lane W.L. (1980). Applied Modeling of Hydrologic Time Series. Water Resources Publications, Littleton, Colorado.
Vecchia, A.V., J.T.B.Obeysekera, J.D. Salas and D.C. Boes (1983) “Aggregation and estimation of low-order periodic ARMA models”, Water Resour. Res., 19 (5), 1297–1306.
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© 1994 Springer Science+Business Media Dordrecht
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Claps, P., Murrone, F. (1994). Optimal Parameter Estimation of Conceptually-Based Streamflow Models by Time Series Aggregation. In: Hipel, K.W., McLeod, A.I., Panu, U.S., Singh, V.P. (eds) Stochastic and Statistical Methods in Hydrology and Environmental Engineering. Water Science and Technology Library, vol 10/3. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-3083-9_30
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DOI: https://doi.org/10.1007/978-94-017-3083-9_30
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