The Elements of Practical Hydraulics: For the Use of Students in EngineeringLongman, Brown, Green, and Longmans, 1855 - 124 стор. |
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... bottom , for Q = 0.82 SV2gH = 6.56 S√H = 5.152d2√ H. read Q = 0.82 SV 2gH = 6.56 S√ H = 5.152d2√ H. 29 ,,, 27 , for ( Fig . 13 ) read ( Fig . 15 ) . 30 , 99 52 , " 63 , 6 , for Fig . 13 read Fig . 15 . 9 , for 29.128 cubic feet read ...
... bottom , for Q = 0.82 SV2gH = 6.56 S√H = 5.152d2√ H. read Q = 0.82 SV 2gH = 6.56 S√ H = 5.152d2√ H. 29 ,,, 27 , for ( Fig . 13 ) read ( Fig . 15 ) . 30 , 99 52 , " 63 , 6 , for Fig . 13 read Fig . 15 . 9 , for 29.128 cubic feet read ...
Сторінка 3
... bottom or in one of the sides of the experimental tank , most generally the latter , in which case the surface of the water in the basin should be above the upper edge of the orifice : this orifice is opened either in a thin plate ...
... bottom or in one of the sides of the experimental tank , most generally the latter , in which case the surface of the water in the basin should be above the upper edge of the orifice : this orifice is opened either in a thin plate ...
Сторінка 4
... bottom RT of the vessel ; and the velocity is the same in O , in O1 , and O2 , the directions being different , but the charge the same . This truth holds good for different orifices , whatever may be the ratio of the area of the ...
... bottom RT of the vessel ; and the velocity is the same in O , in O1 , and O2 , the directions being different , but the charge the same . This truth holds good for different orifices , whatever may be the ratio of the area of the ...
Сторінка 5
... bottom RT of the vessel ; and the velocity is the same in O , in O1 , and O2 , the directions being different , but the charge the same . This truth holds good for different orifices , whatever may be the ratio of the area of the ...
... bottom RT of the vessel ; and the velocity is the same in O , in O1 , and O2 , the directions being different , but the charge the same . This truth holds good for different orifices , whatever may be the ratio of the area of the ...
Сторінка 16
... bottom line of figures , in which the charge was 3m 9.84 feet , being almost identical in each column . 23. This Table , although constructed from experiments on rectangular orifices , can yet be extended to those of all other forms ...
... bottom line of figures , in which the charge was 3m 9.84 feet , being almost identical in each column . 23. This Table , although constructed from experiments on rectangular orifices , can yet be extended to those of all other forms ...
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Загальні терміни та фрази
actual discharge angle of convergence Bossut bottom Calculate canal Castel centre channel attached charge CHARLES MERIVALE Chew Magna Coeffi coefficients column consequently constant crest cubic feet cubic foot curve cylindrical adjutage D'Aubuisson determined diameter divided Edinburgh Review Engravings equal experiments expression fall feet long feet per second feet thick flow of water fluid vein formula gauging given gives greater H₁ head height due hence History horizontal hydraulic inches increase issue less mean velocity measured Michelotti morocco nearly opening orifice outlet overfall parabola particles pipe Poncelet Post 8vo pressure price 14s price 21s proportional ratio rectangular orifice reservoir sides sill slope sluice Square crown 8vo square roots suppose thin plate tion transverse section tube upper edge vertical vessel vols volume of water waste-board water flowing weir width Woodcuts
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