The Elements of Practical Hydraulics: For the Use of Students in EngineeringLongman, Brown, Green, and Longmans, 1855 - 124 стор. |
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Сторінка 24
... tube , the velocity computed as in § 31 , and the volume discharged . The velocity due to the charge , compared with that so computed , gives the second co- lumn , and the product of the area of the tube into the velocity due to the ...
... tube , the velocity computed as in § 31 , and the volume discharged . The velocity due to the charge , compared with that so computed , gives the second co- lumn , and the product of the area of the tube into the velocity due to the ...
Сторінка 28
... tube additional , up to that of the simple orifice in a thin plate ; that is to say , from 0.82 × √2gH up to 1 × √2gH . X 3rdly . If we compare the coefficients of discharge with those of the velocity , —that is , the successive ...
... tube additional , up to that of the simple orifice in a thin plate ; that is to say , from 0.82 × √2gH up to 1 × √2gH . X 3rdly . If we compare the coefficients of discharge with those of the velocity , —that is , the successive ...
Сторінка 72
... tube . 45 thin plate . 12 cylindrical adjutage . 51 conical converging ad- jutages . 6 form of vena contracta and conl . converging . 39 conical diverging adju- tages . ( 11. ) Required the discharge in six minutes , 72 EXAMPLES AND.
... tube . 45 thin plate . 12 cylindrical adjutage . 51 conical converging ad- jutages . 6 form of vena contracta and conl . converging . 39 conical diverging adju- tages . ( 11. ) Required the discharge in six minutes , 72 EXAMPLES AND.
Сторінка 99
... tube I inch in diameter is filled for 9 inches with mercury ; at the bottom is an orifice inch in diameter ; the observed time of its total discharge was 140 seconds . Solving the above equation for m , we have- 2A VH m = T.S.V 29 ...
... tube I inch in diameter is filled for 9 inches with mercury ; at the bottom is an orifice inch in diameter ; the observed time of its total discharge was 140 seconds . Solving the above equation for m , we have- 2A VH m = T.S.V 29 ...
Сторінка 105
... tube in a certain time , and again when the tube has been lengthened - all else remaining the same proves that the time required to give a certain vo- lume of water has been increased also ; and this can only arise from the fact that ...
... tube in a certain time , and again when the tube has been lengthened - all else remaining the same proves that the time required to give a certain vo- lume of water has been increased also ; and this can only arise from the fact that ...
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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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