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Modélisation des écoulements et adéquation des approches de prévision des crues pour le bassin du Haut Cheliff

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dc.contributor.author TIAEB, Mohammed
dc.contributor.author SEMMAR, Khedidja Fella
dc.contributor.author Sadeuk Ben Abbas, Abdelkader
dc.date.accessioned 2022-12-21T10:02:39Z
dc.date.available 2022-12-21T10:02:39Z
dc.date.issued 2022-07-31
dc.identifier.citation univ km fr_FR
dc.identifier.uri http://localhost:8080/xmlui/handle/123456789/5543
dc.description.abstract The results obtained are due to the series of observation of the floods, the more the series considered is long the more the results will be representative, as well as the flow chosen influences directly on the tendency of the quantiles for periods of return. Therefore, frequency probability studies are only possible when a significant corpus of data is available, and they are all the more reliable as this corpus is large. The problem in using these data, however, comes from the fact that the readings are taken at a fixed time every day, every 24 hours, and that this division differs from the division corresponding to the maximum flow. In general, the use of the Flow. Model. Return Period (QMP) approach seems to us to be well adapted. It is able to take into account the maximum flow, an essential notion when we talk about floods, and it considers different statistical laws. Let us also note that the most adapted law to this region is the Exponential law (Maximum likelihood), followed by the Log-normal law (Maximum likelihood). fr_FR
dc.language.iso fr fr_FR
dc.publisher univ km fr_FR
dc.subject Agence Nationale des Ressources Hydrauliques fr_FR
dc.subject Généralisation Extrem Valeur fr_FR
dc.subject National Oceanic and Atmospheric Administration fr_FR
dc.subject Office Nationale de Météologié fr_FR
dc.subject Débit Modèle Fréquence fr_FR
dc.subject Temperatures fr_FR
dc.title Modélisation des écoulements et adéquation des approches de prévision des crues pour le bassin du Haut Cheliff fr_FR
dc.type Other fr_FR


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