Please use this identifier to cite or link to this item:
http://localhost:8080/xmlui/handle/123456789/380
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Youcfi, Chahinez | - |
dc.date.accessioned | 2023-05-20T10:08:41Z | - |
dc.date.available | 2023-05-20T10:08:41Z | - |
dc.date.issued | 2021 | - |
dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/380 | - |
dc.description.abstract | According to the literature review, the design and sizing of hydraulic structures requires knowledge of the estimated rainfall for the appropriate failure period of the structures and, consequently, knowledge of the hydrological response of the watershed to this rainfall. The rainfall model, intensity-duration-frequency (IDF) curves, remains the most common statistical approach to establish the rainfall-flow relationship. The objective of this study is to plot the Intensity-Duration-Frequency (IDF) curves of the Keddara region using four models for the development of IDF curves for this region. These models allow us to determine the theoretical intensity which will be compared to the real intensity. | en_US |
dc.language.iso | fr | en_US |
dc.subject | Assainissement. Bassin versant. Pluies. Courbes IDF. Kedddara. Algérie | en_US |
dc.subject | Sanitation. Watershed. Rains. IDF curves. Keddara. Algeria. | en_US |
dc.title | Contribution à l’étude des déférentes méthodes d'estimation de l’intensité pluviales. | en_US |
dc.type | Thesis | en_US |
Appears in Collections: | Conception des Systèmes d'Assainissement |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
6-0056-21D.pdf | Full Text | 5,42 MB | Adobe PDF | View/Open |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.