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DC Field | Value | Language |
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dc.contributor.author | Boutemedjet, Manel | - |
dc.date.accessioned | 2023-05-24T09:17:15Z | - |
dc.date.available | 2023-05-24T09:17:15Z | - |
dc.date.issued | 2018 | - |
dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/434 | - |
dc.description.abstract | The Determination of the position of the hydraulic jump is very important; indeed it enables us to ensure the length of the protection required for the bottom and the downstream banks of a dam. It's in this context that fits this study which was divided into two large sections, a theoretical part which defined the phenomenon and cited some previous work on the subject, and a second experimental and comparative part in wich we compared between rectangular and triangulaire forme and conclueded some positives and negatives of each forme . | en_US |
dc.language.iso | fr | en_US |
dc.subject | Ressaut hydraulique. Sols. Canal triangulaire | en_US |
dc.subject | hydraulic jump. Bottom. Downstream. | en_US |
dc.title | Contribution à la localisation du ressaut hydraulique (cas d'un canal triangulaire) | en_US |
dc.type | Thesis | en_US |
Appears in Collections: | Conception des Systèmes d'Assainissement |
Files in This Item:
File | Description | Size | Format | |
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6-0023-18D.pdf | Full Text | 3,33 MB | Adobe PDF | View/Open |
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