The Elements of Practical Hydraulics: For the Use of Students in EngineeringLongman, Brown, Green, and Longmans, 1855 - 124 стор. |
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Сторінка
... channel in- tended to supply the street fountains of Paris with water de- rived from the river l'Ourcq - being in possession of all the necessary dimensions and data , except the rate of inclination of the surface in the longitudinal ...
... channel in- tended to supply the street fountains of Paris with water de- rived from the river l'Ourcq - being in possession of all the necessary dimensions and data , except the rate of inclination of the surface in the longitudinal ...
Сторінка 38
... channel being 19.68 feet . At the entrance A of this small canal , which was placed in the centre of the larger , there was formed with the large discharges a minute fall , which would have introduced some slight modifications into the ...
... channel being 19.68 feet . At the entrance A of this small canal , which was placed in the centre of the larger , there was formed with the large discharges a minute fall , which would have introduced some slight modifications into the ...
Сторінка 41
... channel , they diminish with its decreasing width , but considerably faster than it up to a cer- tain point , beyond which , on the other hand , they_diminish less rapidly than the width . The columns of the Table ap- pended serve to ...
... channel , they diminish with its decreasing width , but considerably faster than it up to a cer- tain point , beyond which , on the other hand , they_diminish less rapidly than the width . The columns of the Table ap- pended serve to ...
Сторінка 43
... channel , and then they increase , although the widths are still decreasing ; and what is very remarkable is , that the diminution of the coeffi- cients follows the relative widths of the overfall to the canal , whilst the augmentation ...
... channel , and then they increase , although the widths are still decreasing ; and what is very remarkable is , that the diminution of the coeffi- cients follows the relative widths of the overfall to the canal , whilst the augmentation ...
Сторінка 44
... channel itself and the fourth part of the same , the coefficient of the expression 5.35 HVH will vary with the relative width , that is to say , with the ratio of the width of the over- fall to that of the canal of supply , and is given ...
... channel itself and the fourth part of the same , the coefficient of the expression 5.35 HVH will vary with the relative width , that is to say , with the ratio of the width of the over- fall to that of the canal of supply , and is given ...
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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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