The Elements of Practical Hydraulics: For the Use of Students in EngineeringLongman, Brown, Green, and Longmans, 1855 - 124 стор. |
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... calculated this last by that more complicated formula of which we speak , but finally decided upon constructing the line with a fall nearly double that thus obtained ( § 120 ) . The formula given in the third chapter has , moreover ...
... calculated this last by that more complicated formula of which we speak , but finally decided upon constructing the line with a fall nearly double that thus obtained ( § 120 ) . The formula given in the third chapter has , moreover ...
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... on the former we must state the values of two quantities which occur in all calculations in Hydraulics , namely , the weight of water , and the measure of the force of gravity . B * iv CHAPTER III . FLOW OF WATER THROUGH PIPES ,
... on the former we must state the values of two quantities which occur in all calculations in Hydraulics , namely , the weight of water , and the measure of the force of gravity . B * iv CHAPTER III . FLOW OF WATER THROUGH PIPES ,
Сторінка 1
... calculations requiring a knowledge of the pressure and motion of fluids . 2. Fluids are defined to be bodies whose particles , by rea- son of their extreme mobility , yield to every the least force ; they have , however , a certain ...
... calculations requiring a knowledge of the pressure and motion of fluids . 2. Fluids are defined to be bodies whose particles , by rea- son of their extreme mobility , yield to every the least force ; they have , however , a certain ...
Сторінка 8
... calculated by turning the pres- sure per square inch on the piston into 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 ...
... calculated by turning the pres- sure per square inch on the piston into 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 ...
Сторінка 12
... calculated would be equal to the actual discharge , and the coefficient of the reduction of the one to the other would be equal to unity ; and Michelotti , in one of his experiments in which he em- ployed a cycloidal adjutage , has ...
... calculated would be equal to the actual discharge , and the coefficient of the reduction of the one to the other would be equal to unity ; and Michelotti , in one of his experiments in which he em- ployed a cycloidal adjutage , has ...
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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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