The Elements of Practical Hydraulics: For the Use of Students in EngineeringLongman, Brown, Green, and Longmans, 1855 - 124 sider |
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Side 4
... vertical distance of the surface of the fluid above the centre of gravity of the orifice is called the charge of the water upon the orifice , or the head under which the flow takes place . 8. Let a vessel X ( Fig . 1 ) , maintained ...
... vertical distance of the surface of the fluid above the centre of gravity of the orifice is called the charge of the water upon the orifice , or the head under which the flow takes place . 8. Let a vessel X ( Fig . 1 ) , maintained ...
Side 5
... vertical distance of the surface of the fluid above the centre of gravity of the orifice is called the charge of the water upon the orifice , or the head under which the flow takes place . 8. Let a vessel X ( Fig . 1 ) , maintained ...
... vertical distance of the surface of the fluid above the centre of gravity of the orifice is called the charge of the water upon the orifice , or the head under which the flow takes place . 8. Let a vessel X ( Fig . 1 ) , maintained ...
Side 6
... vertical distance of the orifice A below the surface BC , otherwise there could be no discharge . Let us , then , take an horizontal plane DE below the plane BC , and at such distance from it that the weight of the column of the water ...
... vertical distance of the orifice A below the surface BC , otherwise there could be no discharge . Let us , then , take an horizontal plane DE below the plane BC , and at such distance from it that the weight of the column of the water ...
Side 7
... vertical distance represents as before the column of the liquid whose pressure equal to the excess of the pressure on BC above that against the orifice at A. The flow , then , will take place with the same velocity as if the free ...
... vertical distance represents as before the column of the liquid whose pressure equal to the excess of the pressure on BC above that against the orifice at A. The flow , then , will take place with the same velocity as if the free ...
Side 8
... vertical feet of water . 13. Having thus shown the law of the velocities of a fluid issuing from an orifice , let us proceed to apply it to the deter- mination of its discharge , which is defined to be the volume of the fluid which ...
... vertical feet of water . 13. Having thus shown the law of the velocities of a fluid issuing from an orifice , let us proceed to apply it to the deter- mination of its discharge , which is defined to be the volume of the fluid which ...
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The Elements of Practical Hydraulics: For the Use of Students in Engineering ... Samuel Downing Uten tilgangsbegrensning - 1875 |
The Elements of Practical Hydraulics: For the Use of Students in Engineering Samuel Downing Uten tilgangsbegrensning - 1855 |
Vanlige uttrykk og setninger
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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