A Collection of Problems in Illustration of the Principles of Theoretical Hydrostatics and Hydrodynamics |
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Page v
... Resultant Pressures of Fluids on the Plane Surfaces of Immersed Solids . Sect . I. - Homogeneous incompressible fluids II . Heterogeneous incompressible fluids CHAPTER III . Resultant pressures of fluids on curved surfaces of immersed ...
... Resultant Pressures of Fluids on the Plane Surfaces of Immersed Solids . Sect . I. - Homogeneous incompressible fluids II . Heterogeneous incompressible fluids CHAPTER III . Resultant pressures of fluids on curved surfaces of immersed ...
Page 23
... . Elastic force ( Density ) The converse proposition is also true . n + 2 3 Newton : Principia , Lib . 11. , Sect . 5 , Prop . 23 , Scholium . CHAPTER II . RESULTANT PRESSURES OF FLUIDS ON THE PLANE NORMAL PRESSURE OF FLUIDS . 23.
... . Elastic force ( Density ) The converse proposition is also true . n + 2 3 Newton : Principia , Lib . 11. , Sect . 5 , Prop . 23 , Scholium . CHAPTER II . RESULTANT PRESSURES OF FLUIDS ON THE PLANE NORMAL PRESSURE OF FLUIDS . 23.
Page 24
... resultant of these forces be R , and , taking any system of coordinate axes , rectangular or oblique , in the plane of the immersed area , let x , y , be the coordinates of the point of the area at which R acts . Then , ÿ , R , may be ...
... resultant of these forces be R , and , taking any system of coordinate axes , rectangular or oblique , in the plane of the immersed area , let x , y , be the coordinates of the point of the area at which R acts . Then , ÿ , R , may be ...
Page 25
... but the most elementary applications of his conception . He has actually calculated however the position the centre of pressure of a parallelogram immersed to any depth in a fluid , with RESULTANT PRESSURES OF FLUIDS , ETC. 25.
... but the most elementary applications of his conception . He has actually calculated however the position the centre of pressure of a parallelogram immersed to any depth in a fluid , with RESULTANT PRESSURES OF FLUIDS , ETC. 25.
Page 26
... x " Si le fond d'une eau n'est à niveau , estant parallelogramme , duquel le plus haut costé soit à fleur d'eau , et de son milieu , au milieu de son costé opposite , est menée une ligne 26 RESULTANT PRESSURES OF FLUIDS ON.
... x " Si le fond d'une eau n'est à niveau , estant parallelogramme , duquel le plus haut costé soit à fleur d'eau , et de son milieu , au milieu de son costé opposite , est menée une ligne 26 RESULTANT PRESSURES OF FLUIDS ON.
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Common terms and phrases
ABCD Albert Girard altitude angular velocity aperture axis axis of revolution axis vertical base Bernoulli Bossut Traité Cambridge centre of gravity centre of pressure cone constant quantity cos² Daniel Bernoulli denote the density denote the length denote the radius depth determine distance dx dy Edition elastic equal equation filled with fluid floating fluid displaced free surface given hemisphere Hence humidum inclination incompressible fluid integrating James Bernoulli John Bernoulli lamina latus rectum mass motion oscillation parabola paraboloid of revolution parallel particles Phoronomia portion position of equilibrium position of rest problem ratio represent right angles sesquialterum sin² small orifice solid cylinder specific gravity sphere supposed Traité d'Hydrodynamique Treatise triangle tube vertex volume w³y² weight whole pressure
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