ARMA Modelling of Benue River Flow Dynamics: Comparative Study of PAR Model
Otache Y. Martins, M. A. Sadeeq, I. E. Ahaneku
.
DOI: 10.4236/ojmh.2011.11001   PDF    HTML     5,044 Downloads   12,260 Views   Citations

Abstract

The seemingly complex nature of river flow and the significant variability it exhibits in both time and space, have largely led to the development and application of the stochastic process concept for its modelling, forecasting, and other ancillary purposes. Towards this end, in this study, attempt was made at stochastic modelling of the daily streamflow process of the Benue River. In this regard, Autoregressive Moving Average (ARMA) models and its derivative, the Periodic Autoregressive (PAR) model were developed and used for forecasting. Comparative forecast performances of the different models indicate that despite the shortcomings associated with univariate time series, reliable forecasts can be obtained for lead times, 1 to 5 day-ahead. The forecast results also showed that the traditional ARMA model could not robustly simulate high flow regimes unlike the periodic AR (PAR). Thus, for proper understanding of the dynamics of the river flow and its management, especially, flood defense, in the light of this study, the traditional ARMA models may not be suitable since they do not allow for real-time appraisal. To account for seasonal variations, PAR models should be used in forecasting the streamflow processes of the Benue River. However, since almost all mechanisms involved in the river flow processes present some degree of nonlinearity thus, how appropriate the stochastic process might be for every flow series may be called to question.

Share and Cite:

O. Martins, M. Sadeeq and I. Ahaneku, "ARMA Modelling of Benue River Flow Dynamics: Comparative Study of PAR Model," Open Journal of Modern Hydrology, Vol. 1 No. 1, 2011, pp. 1-9. doi: 10.4236/ojmh.2011.11001.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] M. B Fiering and B. J. Jackson, “Synthetic Streamflows,” Water Resources Mongraph, Amer Geophysical Union, Washington, D.C, Vol. 1, 1971, p. 98.
[2] T. O’Donnell, M. J. Hall and P. E. O’Connell, “Some Applications of Stochastic Hydrologic Models,” Proceedings of the International Symposium on Mathematical Modelling Techniques in Water Resource Systems, Environ, Ottawa, May 1972.
[3] A. I. McKerchar and J. W. Delleur, “Application of Seasonal Parametric Linear Stochastic Models to Monthly Flow Data,” Water Resources Research, Vol. 10, No. 2, 1974, pp. 246-254. doi:10.1029/WR010i002p00246
[4] G. E. P. Box and G. M. Jenkins, “Time Series Analysis Forecasting and Control,” Holden-Day Press, San Francisco, 1976.
[5] R. D. Valencia and J. C. Schaake, “Disaggregation Processes in Stochastic Hydrology,” Water Resources Research, Vol. 9, No. 3, 1973, pp. 580-585. doi:10.1029/WR009i003p00580
[6] U. S. Panu and T. E. Unny, “Extension and Application of Feature Prediction Model for Synthesis of Hydrologic Records,” Water Resources Research, Vol. 16, No. 1, 1980, pp. 77-79. doi:10.1029/WR016i001p00077
[7] W, Wang, “Stochasticity, Nonlinearity and Forecasting of Streamflow Processes,” Deft University Press, Amsterdam, 2006, pp. 1-17, ISBN 1-58603-621-1.
[8] M. Y. Otache, “Contemporary Analysis of Benue River flow Dynamics and Modelling,” Unpublished Ph. D Dissertation, Hohai University, Nanjing, 2008.
[9] H. A. Akaike, “New Look at Statistical Model Identification,” IEEE Transactions on Automatic Control, Vol. 19, No. 6, 1974, pp. 716-722. doi:10.1109/TAC.1974.1100705
[10] A. Y. Shamseldin, K. M. O’Connor and G. C. Liang, “Methods for Computing the Output of Different Rainfall-Runoff Models,” Journal of Hydrology, Vol. 179, 1997, pp. 203-229. doi:10.1016/S0022-1694(96)03259-3
[11] B. P. Wilcox, W. J. Rawls, D. L. Brakensiek and J. R. Wight, “Predicting Runoff from Rangeland Catchments: A Comparison of Two Models,” Water Resources Research, Vol. 26, No. 10, 1990, pp. 2401-2410. doi:10.1029/WR026i010p02401
[12] R. J. Bhansali, “Autoregressive Estimation of the Prediction Mean Squared Error and an R2 Measure: An Application,” In: D. Brillinger, et al., Eds., New Directions in Time Series, Part I, Springer-Verlag, New York, 1992, pp. 9-24,
[13] M. L. Kavvas and J. W. Delleur, “Removal of Periodicities by Differencing and Monthly Mean Subtraction,” Journal of Hydrology, Vol. 26, 1975, pp. 335-353. doi:10.1016/0022-1694(75)90013-X
[14] J. W. Delleur, P. C. Tao and M. L. Kavvas, “An Evaluation of the Practicality and Complexity of Some Rainfall and Runoff Time Series Models,” Water Resources Research, Vol. 12, No. 5, 1976, pp. 953-970. doi:10.1029/WR012i005p00953
[15] M. E. Moss and M. C. Bryson, “Autocorrelation Structure of Monthly Streamflows,” Water Resources Research, Vol. 10, No. 4, 1974, pp. 737-744. doi:10.1029/WR010i004p00737

Copyright © 2024 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.