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| HAL : hal-00716661, version 1 |
| DOI : 10.1080/02626661003683280 |
| Fiche détaillée |  Récupérer au format |
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| Hydrological Sciences Journal-Journal Des Sciences Hydrologiques 55, 3 (2010) 351 |
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| Calculation of design rainfall and runoff on the Bani basin (Mali): a study of the vulnerability of hydraulic structures and of the population since the drought |
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| Philippe Roudier 1Gil Mahe 2 |
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| (2010) |
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| In the context of a changing climate, hydraulic engineering design could play an important role in vulnerability assessment. Thus, using the most recent daily data available, the 10-20- and 100-year rainfall has been calculated for 51 stations and the 10-, 20- and 100-year discharge for six stations of the Bani basin in Mali (129 000 km(2)). These values are computed using the L-moments method and by dividing the watershed into homogeneous regions. Finally, an empirical formula to calculate 10-year discharge is computed, considering the important break in discharge values around 1970. The computed values show that the period selected for computation is important, as a difference of a few years could change the results significantly. |
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| 1 : | Centre International de Recherche sur l'Environnement et le Développement (CIRED) |
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Centre de coopération internationale en recherche agronomique pour le développement [CIRAD] : UMR56 – CNRS : UMR8568 – École des Hautes Études en Sciences Sociales [EHESS] – Ecole des Ponts ParisTech – AgroParisTech |
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| 2 : | Hydrosciences Montpellier (HSM) |
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CNRS : UMR5569 – Institut de recherche pour le développement [IRD] – Université Montpellier II - Sciences et techniques |
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| Domaine | : | Sciences de l'environnement Sciences de l'environnement/Milieux et Changements globaux |
| hal-00716661, version 1 | |
| http://hal-enpc.archives-ouvertes.fr/hal-00716661 | |
| oai:hal-enpc.archives-ouvertes.fr:hal-00716661 | |
| Contributeur : Ist Enpc | |
| Déposé pour le compte de : | |
| Soumis le : Mercredi 11 Juillet 2012, 09:12:43 | |
| Dernière modification le : Jeudi 12 Juillet 2012, 13:07:20 | |
