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A Distributed Rainfall-Runoff Model

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Finite Elements in Water Resources

Abstract

Design, construction and operation of hydraulic works always re quire a previous determination of a maximum flood for a given frequency. When it is desired to forecast changes on the output hydrographs due to alterations in the morphology or land use of the watersheds, the methods at present available are, in general, of limited applicability.

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References

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Author information

Authors and Affiliations

  1. Instituto de Ingeniería, National University of Mexico, Mexico

    F. J. Aparicio & M. Berezowsky

Authors
  1. F. J. Aparicio
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  2. M. Berezowsky
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Editor information

Editors and Affiliations

  1. Computational Mechanics Centre, Ashurst Lodge, SO4 2AA, Ashurst, Southampton, Hampshire, UK

    K. P. Holz , U. Meissner , W. Zielke , C. A. Brebbia , G. Pinder  & W. Gray , , , ,  & 

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© 1982 Springer-Verlag Berlin Heidelberg

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Aparicio, F.J., Berezowsky, M. (1982). A Distributed Rainfall-Runoff Model. In: Holz, K.P., Meissner, U., Zielke, W., Brebbia, C.A., Pinder, G., Gray, W. (eds) Finite Elements in Water Resources. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-02348-8_18

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  • DOI: https://doi.org/10.1007/978-3-662-02348-8_18

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-662-02350-1

  • Online ISBN: 978-3-662-02348-8

  • eBook Packages: Springer Book Archive

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