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Note on radial gates with plane upstream face
It is shown that these gates are of particular interest in case of high water heads because vertical component of force acting on upstream face is smaller than in case of curved upstream face, while horizontal component remains unchanged; simple grapho-analytical method is presented for estimating main design parameters of such gate; also simple graphical method is given to determine water pressure on radial gate with curved upstream face.
Note on radial gates with plane upstream face
It is shown that these gates are of particular interest in case of high water heads because vertical component of force acting on upstream face is smaller than in case of curved upstream face, while horizontal component remains unchanged; simple grapho-analytical method is presented for estimating main design parameters of such gate; also simple graphical method is given to determine water pressure on radial gate with curved upstream face.
Note on radial gates with plane upstream face
Bemerkungen zum Segmentverschluss mit ebener Stauwand
Kollbrunner, C.F. (author) / Milosavljevic, S. (author)
Bauingenieur ; 43
1968
3 pages
Article (Journal)
German
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