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
... . The following Table of the results of experiments by Castel , D'Aubuisson , Bossut , Poncelet , & c . , exhibit this truth : - Diameter of the Orifice . Series of Charge above the 4 FLOW OF WATER - GENERAL PRINCIPLES .
... . The following Table of the results of experiments by Castel , D'Aubuisson , Bossut , Poncelet , & c . , exhibit this truth : - Diameter of the Orifice . Series of Charge above the 4 FLOW OF WATER - GENERAL PRINCIPLES .
Side 5
... . The following Table of the results of experiments by Castel , D'Aubuisson , Bossut , Poncelet , & c . , exhibit this truth : - Diameter of the Orifice . Charge above the Orifice . 4 FLOW OF WATER - GENERAL PRINCIPLES .
... . The following Table of the results of experiments by Castel , D'Aubuisson , Bossut , Poncelet , & c . , exhibit this truth : - Diameter of the Orifice . Charge above the Orifice . 4 FLOW OF WATER - GENERAL PRINCIPLES .
Side 13
... Castel , 0.0328 2.1320 0.673 Do. 0.0328 1.0168 0.654 Do. 0.0492 0.4526 0.632 Do. 0.0492 0.9840 0.617 Eytelwein , • 0.0856 2.3714 0.618 Bossut , 0.0889 4.2640 0.619 Michelotti , 0.0889 7.3144 0.618 Castel , • • 0.0984 0.5510 0.629 ...
... Castel , 0.0328 2.1320 0.673 Do. 0.0328 1.0168 0.654 Do. 0.0492 0.4526 0.632 Do. 0.0492 0.9840 0.617 Eytelwein , • 0.0856 2.3714 0.618 Bossut , 0.0889 4.2640 0.619 Michelotti , 0.0889 7.3144 0.618 Castel , • • 0.0984 0.5510 0.629 ...
Side 14
... Castel , 0.0032 0.1640 0.655 Bossut , 0.0885 12.5000 0.616 Michelotti , 0.0885 12.5000 0.607 Do. 0.0885 22.4078 0.606 Bossut , 0.1771 12.5000 0.618 Michelotti , 0.1771 7.3472 0.603 Do. 0.1771 12.5624 0.603 Do. 0.1771 22.2384 0.602 Do ...
... Castel , 0.0032 0.1640 0.655 Bossut , 0.0885 12.5000 0.616 Michelotti , 0.0885 12.5000 0.607 Do. 0.0885 22.4078 0.606 Bossut , 0.1771 12.5000 0.618 Michelotti , 0.1771 7.3472 0.603 Do. 0.1771 12.5624 0.603 Do. 0.1771 22.2384 0.602 Do ...
Side 23
... Castel , 0.0508 0.1312 0.656 0.827 Do. 0.0508 0.1312 1.574 0.829 Do. 0.0508 0.1312 3.247 0.829 Do. 0.0508 0.1312 6.560 0.829 Do. 0.0508 0.1312 9.938 0.830 Bossut , 0.0754 0.1771 2.132 0.788 Do. 0.0754 0.1771 4.067 0.787 Eytelwein ...
... Castel , 0.0508 0.1312 0.656 0.827 Do. 0.0508 0.1312 1.574 0.829 Do. 0.0508 0.1312 3.247 0.829 Do. 0.0508 0.1312 6.560 0.829 Do. 0.0508 0.1312 9.938 0.830 Bossut , 0.0754 0.1771 2.132 0.788 Do. 0.0754 0.1771 4.067 0.787 Eytelwein ...
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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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