Putting

d[phi] d[psi]

H - ------ - m ------ = K, (4)

dt dt

the equations of motion (4), (5), (6) § 24 can be written

dK d([psi],m)

-- - 2u[zeta] + 2w[eta] - ---------- = 0, ..., ...; (5)

dx d(x,t)

and therefore

dK dK dK

[xi]-- + [eta]-- + [zeta]-- = 0. (6)

dx dy dz

Equation (5) becomes, by a rearrangement,

dK d[psi] /dm dm dm dm \

-- - ------ ( -- + u-- + v-- + w-- )

dx dx \dt dx dy dz /

dm / d[psi] d[psi] d[psi] d[psi] \

+ -- ( ------ + u------ + v------ + w------ ) = 0, ..., ..., (7)

dx \ dt dx dy dz /

dK d[psi] Dm dm D[psi]

-- - ------ -- + -- ------ = 0, ..., ..., (8)

dx dx dt dx dt

and as we prove subsequently (§ 37) that the vortex lines are composed

of the same fluid particles throughout the motion, the surface m and

[psi] satisfies the condition of (6) § 23; so that K is uniform

throughout the fluid at any instant, and changes with the time only,

and so may be replaced by F(t).

26. When the motion is _steady_, that is, when the velocity at any

point of space does not change with the time,

dK

-- - 2v[zeta] + 2w[eta] = 0, ..., ... (1)

dx

dK dK dK dK dK dK

[xi]-- + [eta]-- + [zeta]-- = 0, u-- + v-- + w-- = 0, (2)

dx dy dz dx dy dz

and

_

/

K = | dp/[rho] + V + ½q² = H (3)

_/

is constant along a vortex line, and a _stream line_, the path of a

fluid particle, so that the fluid is traversed by a series of H

surfaces, each covered by a network of stream lines and vortex lines;

and if the motion is irrotational H is a constant throughout the

fluid.

Taking the axis of x for an instant in the normal through a point on

the surface H = constant, this makes u = 0, [xi] = 0; and in steady

motion the equations reduce to

dH/d[nu] = 2v[zeta] - 2w[eta] = 2q[omega] sin [theta], (4)

where [theta] is the angle between the stream line and vortex line;

and this holds for their projection on any plane to which d[nu] is

drawn perpendicular.

Encyclopaedia Britannica, 11th Edition, "Hydromechanics" to "Ichnography" Volume 14, Slice 2 · 第 19 / 120 题