The Elements of Practical Hydraulics: For the Use of Students in EngineeringLongman, Brown, Green, and Longmans, 1855 - 124 стор. |
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Сторінка
... 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 section - calculated ...
... 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 section - calculated ...
Сторінка
... supply during the descent of the Surface , 93. Discharge taking place over a Weir , 67 68 94. Reservoir not being Prismatic , 95-96 . Discharge from one Reservoir into another , & c . , 97-109 . Examples and Practical Applications to ...
... supply during the descent of the Surface , 93. Discharge taking place over a Weir , 67 68 94. Reservoir not being Prismatic , 95-96 . Discharge from one Reservoir into another , & c . , 97-109 . Examples and Practical Applications to ...
Сторінка 1
... supply of water , for mill - power , or for the summit levels of canals ; or for the supply of cities ; and , more generally , of all such works as depend for their suitable construction and proportions upon the result of calculations ...
... supply of water , for mill - power , or for the summit levels of canals ; or for the supply of cities ; and , more generally , of all such works as depend for their suitable construction and proportions upon the result of calculations ...
Сторінка 3
... supply , and consequently be exhausted ; or thirdly , the orifice , instead of discharging into the air , may do so into another reservoir , under more or less resisting counter - pressure ; and hence three divisions of this part of the ...
... supply , and consequently be exhausted ; or thirdly , the orifice , instead of discharging into the air , may do so into another reservoir , under more or less resisting counter - pressure ; and hence three divisions of this part of the ...
Сторінка 4
... supply , in that case , producing disturbing movements in the reservoir . Thus the velocity acquired by a body falling freely by the force of gravitation from the height H is equal to that of the fluid as it issues from the orifice ...
... supply , in that case , producing disturbing movements in the reservoir . Thus the velocity acquired by a body falling freely by the force of gravitation from the height H is equal to that of the fluid as it issues from the orifice ...
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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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