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CONTENTS.

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SECTION IV.

GENERAL PROPOSITIONS.

Virtual Velocities, 58; resolved parts of normal pressures upon the
surface of a vessel containing heavy fluid, 59, 60, 61, 62; ditto, when the
included fluid is elastic, 63; Center of Pressure, 64; Barker's Mill, 65;
free surface of a revolving fluid under certain conditions, 66; resultant
pressure upon the surface of a body immersed in any fluid whatever, 67;
tension at any point in a solid how measured, 68; tension at any point of
a cylindrical surface containing fluid, 69, 69*; ditto for a spherical
surface, (694), (694*); mode of graduating a barometer, 70, 71, 72;
Wheel Barometer, 73.

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86

Examples, 104

I12

SECTION V.

MIXTURE OF GASES.-VAPOUR.

Boyle's law holds for a mixture of gases, 74; gas absorbed by a liquid
in contact with it, 75; relation between change of temperature and change
of volume in all substances, 76; meaning of the term thermometer,
77; mercurial thermometer, 78; filling the thermometer; comparative
expansions of substances, 79; temperature measured by the thermometer,
80; expansion of water, 81; proof of the formula p= kp (1 + at), 82;
relations between the heat absorbed, the resulting temperature and the
mass, for a uniform substance, 83; algebraical expression of the same,
84; ditto for a compound substance, 85; specific heat, 86; algebraical
formula, 87; specific heat of gases, 88; all substances made to ex-
perience the solid liquid or gaseous state by the application of correspond-
ing amount of heat, 89; vapour, 90; saturation density, and its dew-
point, 91; under what circumstances vapours follow Boyle's law, or not,
92; gases, 93; the preceding results independent of the number of gases
present, 94, 95; ebullition of water, 96; algebraical formula connecting
the pressures and temperatuure for a mixture of gas and vapour, 97; latent
heat, 98; effects produced by absorption of heat in evaporation, 99; con-
traction produces the opposite results to dilatation, 100; hygrometrical
state of the atmosphere; 101; Clouds, 102; Rain, 103; causes producing
these effects, 104; Snow and Hail, 105; Dew, Hoar-frost, &c., 107; Con-
duction, Convection, and Radiation of heat, 108; cause of dew, &c., 109;
Dew-point, 110; results of the law of expansion in water, 111.

General Examples.

Answers to the Examples

113

138

151

HYDROSTATICS.

SECTION I.

PRELIMINARY DEFINITIONS AND EXPLANATIONS.

1. DEF. A fluid is a collection of material particles so situated in contact with each other as to form a continuous mass, and such that the application of the slightest possible force to any one of them is sufficient to displace it from its position relative to the rest.

That part of Statics, where a fluid appears as the principal means of transmission of force, is termed Hydrostatics. The law of that transmission must, like the law of transmission by a rigid body, by a free rod or string, or by contact of surfaces, &c., be established by experiment.

The mutual forces called into action by the contact of surfaces are in Statics called pressures: this term is used in the same sense in Hydrostatics, where it is applied to denote the forces of resistance, which adjacent particles of the fluid exert, either upon one another, or upon rigid surfaces in contact with them. The nature of the reaction between a rigid surface and a fluid in contact with it might perhaps be arrived at by the aid of analysis from the above definition. But such an investigation, even if entirely satisfactory in itself, would

P. H.

1

be out of place in this treatise. It may here therefore be taken as the result of experiment that:

When a fluid rests in contact with a rigid body, a mutual force of resistance is called into action at every point of the common surface of contact, the direction of which force is normal to that surface.

2. If in the side of a vessel, containing fluid upon which forces are acting, a piston be placed, the pressure exerted upon it by the fluid particles with which it is in contact, would thrust it out, unless a force sufficient to counteract this pressure were applied to the back: this counteracting force is of course exactly the measure of the pressure of the fluid upon the piston. It is not difficult to conceive that, generally, the magnitude of this pressure would be different for different positions of the piston in the sides of the vessel; inasmuch as the portions of the fluid which it would touch at those different places, would not necessarily be similarly circumstanced, and would not therefore require for the maintenance of their equilibrium that the piston should exert the same force upon them: when, however, the pressure for every such supposed position of the piston, wherever taken, is the same, the fluid is said to press uniformly; and when not so, its pressure is said to be not uniform.

Again, it is clear that the pressure upon the piston in any given position must vary with the magnitude of its surface, and if this were reduced to a mathematical point the pressure upon it would be, strictly speaking, absolutely nothing, because the surface pressed is nothing; but even in this case the conception of the pressure at the point is perfectly definite; it signifies the capability or tendency which the fluid there has to press, and which, if existing over a definite area, would produce a definite pressure; and this

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