A Collection of Problems in Illustration of the Principles of Theoretical Hydrostatics and Hydrodynamics |
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Page vi
... fluid 81 88 94 98 100 CHAPTER IX . Tension of vessels containing fluid 105 CHAPTER X. General equations of the equilibrium of fluids Sect . I. - Incompressible fluids II . - Elastic fluids III . Equilibrium of revolving fluids 111 113 ...
... fluid 81 88 94 98 100 CHAPTER IX . Tension of vessels containing fluid 105 CHAPTER X. General equations of the equilibrium of fluids Sect . I. - Incompressible fluids II . - Elastic fluids III . Equilibrium of revolving fluids 111 113 ...
Page 1
... fluid , and let z represent the depth of K below the surface of the fluid ; then , g denoting the accelerating force ... Fluids -Normal pressure of homogeneous incompressible fluids the surfaces of immersed solids.
... fluid , and let z represent the depth of K below the surface of the fluid ; then , g denoting the accelerating force ... Fluids -Normal pressure of homogeneous incompressible fluids the surfaces of immersed solids.
Page 2
... fluid is free from pressure : should this not be the case , we must consider x to denote the sum of the depth of K below the surface of the fluid and the length ( H ) of a vertical column of the fluid which would exert a pressure on its ...
... fluid is free from pressure : should this not be the case , we must consider x to denote the sum of the depth of K below the surface of the fluid and the length ( H ) of a vertical column of the fluid which would exert a pressure on its ...
Page 4
... fluid . 2. A solid cylinder is immersed in a fluid , the depths of the centres of its circular ends being h , h ' , its radius r , and its length 7 ; to determine the pressure on its surface , including its extremities . The areas of ...
... fluid . 2. A solid cylinder is immersed in a fluid , the depths of the centres of its circular ends being h , h ' , its radius r , and its length 7 ; to determine the pressure on its surface , including its extremities . The areas of ...
Page 9
... fluid , the required pressure will be equal to gpab2 . Bossut : Traité d ' Hydrodynamique , tom I. p . 33 . 10. A triangle of any form is immersed vertically in a fluid with one side in the surface ; to determine the whole pressure on ...
... fluid , the required pressure will be equal to gpab2 . Bossut : Traité d ' Hydrodynamique , tom I. p . 33 . 10. A triangle of any form is immersed vertically in a fluid with one side in the surface ; to determine the whole pressure on ...
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Common terms and phrases
Albert Girard altitude angular velocity aperture axem axes axis vertical base Bernoulli body Bossut Bossut Traité Cambridge centre of gravity centre of pressure coinciding cone cos² cube Daniel Bernoulli denote the density denote the length depth determine distance dx dy Edition efflux elastic equal equation filled with fluid floating fluid displaced force free surface given hemisphere Hence humidum Hydrodynamique immersed vertically inclination incompressible fluid James Bernoulli lamina late Fellow latus rectum motion parabola parallel particles portion position of equilibrium position of rest problem quæ ratio required pressure resultant pressure right angles sesquialterum sin² small orifice solid cylinder specific gravity sphere supposed tangent Treatise triangle Trinity College unit of pressure University of Cambridge vertex vertical line vessel volume weight whole pressure
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