Abstract
The Segura basin extends over 14,925 km2 with a mean annual flow of 964 Hm3. The river is located in southeastern Spain, the most arid zone of the country. The mean annual rainfall over the basin amounts to some 300 mm. From Roman times onwards an extremely good climate has produced intensive water use for irrigation and urban supply with the result that this is the most exploited river in the country. Only 60 Hm3/year are delivered to the sea, most of this in the form of floods, so consumption amounts to 93% of the water resources.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Andreu, J. (1989) ‘Simulation models for short and long term management. The Segura River basin example’, NATO-ASI on Stochastic Hydrology, Pefiiscola.
Hoshi, K. and Burges, S.J. (1979) ‘Disaggregation of streamflow volumes’, J. Hydraul. Div., ASCE 105 (HY1), pp 27–41.
Lane, W.L. (1979) ‘Applied stochastic techniques: user manual’, Div. of Plann. Tech. Serv., Water and Power Resour. Serv., Denver, Colorado.
Lane, W.L. (1980) ‘Applied stochastic techniques: user manual (first revision)’, Div. of Plann. Tech. Serv., Water and Power Resour. Serv., Denver, Colorado.
Lane, W.L. (1982) ‘Corrected parameter estimates for disaggregation schemes’, in Statistical Analysis of Rainfall and Runoff. V. Singh Ed., Water Resources Publications, Littleton, Colorado.
Mejia, J.M. and Rousselle, J. (1976) ‘Disaggregation models in hydrology revisited’, Water Resources Research 12(2), pp 185–186.
Salas, J.D., Tabios, G.Q. and Bartolini, P. (1985) ‘Approaches to multivariate modeling of water resources time series’, Water Resources Bulletin V21(4), pp 683–708.
Stedinger, J.R., Lettenmaier, D.P. and Vogel, R.M. (1985) ‘Multisite ARMA(1,1) and disaggregation models for annual streamflow generation’, Water Resources Research 21(4), pp 497–509.
Stedinger, J.R. and Vogel, R.M. (1984) ‘Disaggregation procedures for generating serially correlated flow vectors’, Water Resources Research20(1) pp 47–56.
Todini, E. (1980) ‘The preservation of skewness in linear disaggregation schemes’, Journal of Hydroloy 47, pp 199–214.
Valencia, R.D. and Schaake, J.C. (1973) ‘Disaggregation processes in stochastic hydrology’, Water Resources Research 9(3), pp 580–585.
Yevjevich, V. (1972) ‘Stochastic processes in hydrology’, Water Resources Publications, Fort Collins, Colorado.
Yevjevich, V. and Harmacioglu, N.B. (1988) ‘Description of periodic variation in parameters of hydrological time series’, Water Resources Research 25(3), pp 421–428.
Young, G.K. and Pisano, W.C. (1968) ‘Operational hydrology using residuals’, ASCE Jour. of the Hydraulic Div. 94 (HY4), pp 909–923.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1993 Springer Science+Business Media Dordrecht
About this chapter
Cite this chapter
Marco, J.B. (1993). The Segura River Basin Model. Disaggregation in a Semiarid Environment. In: Marco, J.B., Harboe, R., Salas, J.D. (eds) Stochastic Hydrology and its Use in Water Resources Systems Simulation and Optimization. NATO ASI Series, vol 237. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-1697-8_25
Download citation
DOI: https://doi.org/10.1007/978-94-011-1697-8_25
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-4743-2
Online ISBN: 978-94-011-1697-8
eBook Packages: Springer Book Archive