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Impact of inclined double-cutoff walls under hydraulic structures on uplift forces, seepage discharge and exit hydraulic gradient

In hydraulic structures design, using cutoff walls is essential to reduce and control the resultant uplift force (U), seepage discharge (Q), and exit hydraulic gradient (i). This research investigates the effectiveness of inclined double cutoff walls under hydraulic structures, considering the influ...

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Principais autores: Asaad M. Armanuos, Abdelazim M. Negm, Akbar A. Javadi, John Abraham, Tamer A. Gado
Format: Artigo
Sprog:Inglês
Udgivet: Elsevier 2022-01-01
Serier:Ain Shams Engineering Journal
Fag:
Inclined cutoff walls
Hydraulic structures
Uplift force
Hydraulic gradient, seepage
Online adgang:http://www.sciencedirect.com/science/article/pii/S2090447921002823
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