Impact of inclined double-cutoff walls under hydraulic structures on uplift forces, seepage discharge and exit hydraulic gradient-Reference-Cited by-同舟云学术

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

Published:2022-01 Issue:1 Volume:13 Page:101531
ISSN:2090-4479
Container-title:Ain Shams Engineering Journal
language:en
Short-container-title:Ain Shams Engineering Journal

Author:

Armanuos Asaad M.,Negm Abdelazim M.,Javadi Akbar A.,Abraham John,Gado Tamer A.

Publisher

Elsevier BV

Subject

General Engineering

Reference27 articles.

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3. Khosla AN, Bose NR, Taylor EM. Design of weirs on permeable foundations. New Delhi, India: Publication No. 12, Central Board of Irrigation; 1936.

4. Malhotra JK. Appendix to Chapter VII: Mathematical investigations of the subsoil flow under two standard forms of structures. New Delhi, India: Publication No. 12, Central Board of Irrigation; 1936, p. 85–90.

5. Polubarinova-Kochina PY. Theory of groundwater movement, Trans. JM. Roger de Wiest. Princeton, NJ: Princeton University; 1962.

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