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and for unit of length mv3

Hence if T-mv the theorem is true. If we suppose a portion of the tube to be straight, and the whole to be moving with velocity v parallel to this line, and against the motion of the cord, we shall have the straight part of the cord reduced to rest, and an undulation, of any, but unvarying, form and dimensions, T running along it with the linear velocity

Suppose the cord stretched by an appended mass of W pounds, and suppose its length / feet and its own mass w pounds. Then T= Wg, lm = w, and the velocity of the undulation is

Wig feet per second.

(j) When an incompressible liquid escapes from an orifice, the velocity is the same as would be acquired by falling from the free surface to the level of the orifice.

For, as we may neglect (provided the vessel is large compared with the orifice) the kinetic energy of the bulk of the liquid; the kinetic energy of the escaping liquid is due to the loss of potential energy of the whole by the depression of the free surface. Thus the proposition at once.

(k) The small oscillations of a liquid in a U tube follow the harmonic law.

The tube being of uniform section S, a depression of level, x, from the mean, on one side, leads to a rise, x, on the other; and if the whole column of fluid be of length 2a, we have the mass 2aSp disturbed through a space x, and acted on by a force 2Sxgp tending to bring it back. The time of oscillation is therefore (§ (a)) 2π and is the same for all liquids whatever be their densities.

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-polygon 443

Closed surface, ff Ndo, over a 510

Coarsegrainedness 646

Coefficient of elasticity 265 note, 644
Coefficient of restitution 265; of glass,
iron, wool 265

Comet, hodograph of orbit of 49
Component velocity 29; acceleration
37; of a force, effective 193
Composition of Velocities 31; Accelera-
tions 34; Simple Harmonic Motions in
same direction 75, in different direc-
tions 80; Angular velocities 107,
about axes meeting in a point 108;
Rotations 107, successive finite rota-
tions 109; Forces 221, of two acting
on a point 419, 422, special cases of
423 et seq.; nearly conspiring 427,
nearly opposed 428, at right angles
429, of any set of forces acting on a
rigid body 570; Couples in same plane
or in parallel planes 561, 562, 563, any
number, 564; not in parallel planes
565, any number of 566, and a force
568
Compound pendulum, Appendix g.
Compressibility 651

Conditions of equilibrium of a particle
408; a material point 470; of parallel
forces 558; of floating bodies 702-9;
of any number of couples 567 et seq.
Cone, orthogonal and oblique section of
very small 486; solid angle of 482;
area of segment cut from spherical
surface by a small cone 487
Cones opposite or vertical 481

Confocal ellipsoids, corresponding points
on 535; Chasles' proposition 537
Conical pendulum, Appendixƒ

Conical surface 480

Conservation of energy 250
Conservative system 243
Constancy of a balance 384

Constraint of a point 165, of a body
167; one degree of constraint of the
most general character 170
Contrary forces 555 note
Continuity, equation of 162
Conversion of units:-pounds per sq.
inch to grammes per sq. centimetre
661; other units 362-366
Co-ordinates 452; propositions in co-
ordinate geometry 459
Cord round cylinder 592, 603
Corresponding points in confocal ellip-
soids 535

Cosines, sum of the squares of the direc-
tion, of a line, equal to unity 460
Couple 201, axis of 201, moment of
201, direction of 560
-composition of in same or parallel
planes 561; any number 564; any
number not in parallel planes 566;
conditions of equilibrium of 567;
and a force, composition of 568 et seq.
Curvature of a plane curve 9; integral
14; average 14; of a surface 120 of
oblique sections, Meunier's Theorem,
121; principal, Euler's Theorem 122
Curvature of a lens, how to measure 381
Curve, plane 11; tortuous 13; of double

curvature II; continuous 35; closed
443

Curves use of, in representing experi
mental results 347

Cycloid 66, 103; properties of 104;
prolate 103; curtate io3

D'Alembert's Principle 230
Day, Sidereal and Mean Solar 357
Degrees of freedom and constraint 165,
of a point 165. of a body 167; one
degree of freedom of most general
character 170

Density 174; linear, surface, volume,

477; mean density of the earth ex-
pressed in attraction units 715
Developable surface 125; practical con-
struction of a, from its edge 133
Diagonal scale 372

Direction of motion 8

Direction of rotation, positive 455
Direction cosine 463; sum of squares

of, equal to unity 460; of the common
perpendicular to two lines 464
Displacement of a plane figure in its

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solid equilibrium of 667

wire or fibre 605

Elasticity, co-efficient of 265 note; of
volume 651; of figure 651

Electric images 528; definition 530;
transformation by reciprocal radius
vectors 531; electric image of a
straight line, an angle, a circle, a
sphere, a plane 531; application to the
potential 532; of any distribution of
attracting matter on a spherical shell
533; uniform shell eccentrically re-
flected 533; uniform solid sphere
eccentrically reflected 534
Elements of a force 184
Ellipse, how to draw an 19
Ellipsoid, central 237
Ellipsoid, attraction of a, 535; corre-
sponding points on two 535.; Ellips-
oidal shell defined 535; attraction of
homogeneous ellipsoidal shell on in-
ternal point 536; Potential constant
inside 536; Chasles' Proposition con-
cerning 537; equipotential surfaces of
a 537; Maclaurin's Theorem 539;
Ivory's 540; comparison of the po-
tentials of two 537

Ellipsoid, Strain 141; principal axes
of 142

Empirical formulae, use of 350
Energy, kinetic 179; kinetic energy of
a system 234; energy in abstract
dynamics 241, 251; foundation of
the theory of energy 244; potential
energy of a conservative system 245;
conservation of E. 250; inevitable loss

of energy of visible motion 247; po-
tential energy of a perfectly elastic
body strained 644; energy of a
strained isotropic substance 666
Epicycloid, integral curvature of 14,
motion in 105

Epoch in simple harmonic motion 71
Equation of continuity 162; integral and
differential 163

Equations of motion of any system 258
Equilibrium of a particle, conditions of
408, 470, on smooth and rough curves
and surfaces 473; conditions of equi-
librium of forces acting at a point 470;
conditions of equilibrium of three forces
acting at a point 584; graphic test
of forces in equilibrium 414; condi
tions for stable equilibrium of a body
585, rocking stones 586, body move-
able about an axis 587, body on a
fixed surface 588; neutral, stable, and
unstable equilibrium, tested by the
principle of virtual velocities 256,
energy criterion of 257; conditions of
equilibrium of parallel forces 558; con-
ditions of equilibrium of forces acting
on a rigid body 576; equilibrium of a
non-rigid body not affected by ad-
ditional fixtures 584, of a flexible and
inextensible cord 594; position of equi.
librium of a flexible string on a smooth
surface 601. rough surfaces 602; equi
librium of elastic solid 667, of incom-
pressible fluid completely filling rigid
vessel 696, under any system of forces
697; equilibrium of a floating body 704
et seq., of a revolving mass of fluid 710
Equipotential surfaces, examples of 499,
505, 526, of ellipsoidal shell 537
Equivalent of pounds per square inch
in grammes per square centimetre
661; other units 362–366.
Ergometer 389, Morin's 389
Experience 320

Experiment and observation 324; rules
for the conduct of experiment 325; use
of empirical formulae in exhibiting
results of experiment 347
Euler's theorem on curvature 122, on
Impact 276
Evolute 20, 22

Flexible and inextensible line, Kine-
matics of a 16; flexible and inexten-
sible surface, flexure of 125, general
property of 134; flexible string on
smooth surface, position of equili-
brium of 601, on rough surface 602
Flexure of flexible and inextensible sur.
face 125, of a wire 605; laws of flexure

and torsion 607; axes of pure flexure
609; case in which the elastic central
line is a normal axis of torsion 609;
where equal flexibility in all directions
610; wire strained to any given spiral
and twist 612; spiral spring 614;
principal axes of 679; distortion of the
cross section of a bent rod 679
Floating bodies, stable equilibrium of,
lemma 704; stability of 705 et seq.;
see Fluid

Fluid, properties of perfect 401, 684;
fluid pressure 685, equal in all di-
rections 686, proved by energy cri
terion 689; fluid pressure as depending
on external forces 690; surfaces of
equal pressure are perpendicular to
lines of force 691, are surfaces of
equal density and equal potential 693;
rate of increase of pressure 694, in
a calm atmosphere of uniform tem.
perature 695 (free surface in open
vessel is level 696); resultant pres
sure on a plane area 703; moment of
pressure 702; loss of apparent weight
by immersion 703; conditions of equi
librium of a fluid completely filling a
closed vessel 696, under non-con-
servative system of forces 697, im-
aginary example 699, actual case
701; equilibrium of a floating body,
lemma 704, stability 705, work done
in a displacement 705, metacentre,
condition of its existence 709; oblate
spheroid is a figure of equilibrium of
a rotating incompressible homoge-
neous fluid mass 711; relation be-
tween angular velocity of rotation
and density with given ellipticity 712;
table of eccentricities and correspond-
ing angular velocities and moments
of momentum for a liquid of the
earth's mean density 717; equilibrium
of rotating ellipsoid of three unequal
axes 719

Fluxion 28

Forbes's use of Viscous in connection
with glacier motion 683

Force, moment of 46, about a point
199, source of the idea of 173, de-
fined 183, specification of a 184,
measure of a 185, measurement of
224, by pendulum 387; force of grav
ity, Clairault's formula for 187, in
absolute units 187, average, in Britain
191; unit of force, gravitation 185,
absolute 188; British absolute unit
191; attraction unit of force 476;
representation of forces by lines 192;
component of force 193; composition

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