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278 Chapter 6 ■ Differential Analysis of Fluid Flow<br />

( yx + ____ ∂τyx y<br />

τ __ δ δx δz<br />

∂ y 2<br />

(<br />

( xx – ____ ∂σxx x<br />

σ __ δ δy δz<br />

∂x 2<br />

(<br />

δy<br />

( zx – ____ ∂τzx z<br />

τ __ δ δx δy<br />

∂ z 2<br />

(<br />

(<br />

( xx + ____ ∂σxx x<br />

σ __ δ δy δz<br />

∂ x 2<br />

y<br />

( zx + ____ ∂τzx z<br />

τ __ δ δx δy<br />

∂z 2<br />

(<br />

δx<br />

δz<br />

( yx – ____ ∂τyx y<br />

τ __ δ δx δz<br />

∂ y 2<br />

(<br />

x<br />

z<br />

F I G U R E 6.11<br />

<strong>fluid</strong> element.<br />

Surface forces in the x direction acting on a<br />

for the resultant surface force in the x direction. In a similar manner the resultant surface forces in<br />

the y and z directions can be obtained and expressed as<br />

dF sy a 0t xy<br />

0x 0s yy<br />

0y<br />

0t zy<br />

b dx dy dz<br />

0z<br />

(6.48b)<br />

The resultant surface force can now be expressed as<br />

(6.48c)<br />

(6.49)<br />

and this force combined with the body force, dF b , yields the resultant force, dF, acting on the<br />

differential mass, dm. That is, dF dF s dF b .<br />

6.3.2 Equations of Motion<br />

dF sz a 0t xz<br />

0x 0t yz<br />

0y 0s zz<br />

b dx dy dz<br />

0z<br />

dF s dF sx î dF sy ĵ dF sz kˆ<br />

The expressions for the body and surface forces can now be used in conjunction with Eq. 6.45 to<br />

develop the equations of motion. In component form Eq. 6.45 can be written as<br />

dF x dm a x<br />

dF y dm a y<br />

The motion of a<br />

<strong>fluid</strong> is governed<br />

by a set of nonlinear<br />

differential<br />

equations.<br />

where dm r dx dy dz, and the acceleration components are given by Eq. 6.3. It now follows<br />

1using Eqs. 6.47 and 6.48 for the forces on the element2 that<br />

rg x 0s xx<br />

0x<br />

0t yx<br />

0y 0t zx<br />

0z r a 0u<br />

0t u 0u<br />

0x v 0u<br />

0y w 0u<br />

0z b<br />

rg y 0t xy<br />

0x 0s yy<br />

0y<br />

0t zy<br />

0z r a 0v<br />

0t u 0v<br />

0x v 0y<br />

0y w 0v<br />

0z b<br />

rg z 0t xz<br />

0x 0t yz<br />

0y 0s zz<br />

0z<br />

dF z dm a z<br />

r a 0w<br />

0t u 0w<br />

0x v 0w<br />

0y w 0w<br />

0z b<br />

(6.50a)<br />

(6.50b)<br />

(6.50c)<br />

where the element volume dx dy dz cancels out.<br />

Equations 6.50 are the general differential equations of motion for a <strong>fluid</strong>. In fact, they are<br />

applicable to any continuum 1solid or <strong>fluid</strong>2 in motion or at rest. However, before we can use the<br />

equations to solve specific problems, some additional information about the stresses must be obtained.

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