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...

詳細記述

書誌詳細

出版年:	Ain Shams Engineering Journal
主要な著者:	Asaad M. Armanuos, Abdelazim M. Negm, Akbar A. Javadi, John Abraham, Tamer A. Gado
フォーマット:	論文
言語:	英語
出版事項:	Elsevier 2022-01-01
主題:	Inclined cutoff walls Hydraulic structures Uplift force Hydraulic gradient, seepage
オンライン･アクセス:	http://www.sciencedirect.com/science/article/pii/S2090447921002823