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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Bibliographic Details
Published in:	Ain Shams Engineering Journal
Main Authors:	Asaad M. Armanuos, Abdelazim M. Negm, Akbar A. Javadi, John Abraham, Tamer A. Gado
Format:	Article
Language:	English
Published:	Elsevier 2022-01-01
Subjects:	Inclined cutoff walls Hydraulic structures Uplift force Hydraulic gradient, seepage
Online Access:	http://www.sciencedirect.com/science/article/pii/S2090447921002823

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