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Mechanics of Fluids

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The condition for dynamic similarity <strong>of</strong> flows <strong>of</strong> this type is that the<br />

magnitude ratio <strong>of</strong> inertia to gravity forces should be the same at corresponding<br />

points in the systems being compared. The pressure forces, as in<br />

the previous case where viscous forces were involved, are taken care <strong>of</strong> by<br />

the requirement that the force polygon must be closed. The magnitude <strong>of</strong> the<br />

inertia force on a fluid particle is, as shown in Section 5.3.1, proportional<br />

to ϱu 2 l 2 where ϱ represents the density <strong>of</strong> the fluid, l a characteristic length<br />

and u a characteristic velocity. The gravity force on the particle is its weight,<br />

that is, ϱ (volume) g which is proportional to ϱl 3 g where g represents the<br />

acceleration due to gravity. Consequently the ratio<br />

|Inertia force|<br />

|Gravity force| is proportional to ϱl2u2 ϱl3 u2<br />

=<br />

g lg<br />

In practice it is <strong>of</strong>ten more convenient to use the square root <strong>of</strong> this ratio so<br />

as to have the first power <strong>of</strong> the velocity. This is quite permissible: equality<br />

<strong>of</strong> u/(lg) 1/2 implies equality <strong>of</strong> u 2 /lg.<br />

Ratios <strong>of</strong> forces arising in dynamic similarity 165<br />

The ratio u/(lg) 1/2 is known as the Froude number after William Froude Froude number<br />

(1810–79), a pioneer in the study <strong>of</strong> naval architecture, who first introduced<br />

it. Some writers have termed the square <strong>of</strong> this the Froude number, but the<br />

definition Froude number = u/(lg) 1/2 is now more usual.<br />

Dynamic similarity between flows <strong>of</strong> this type is therefore obtained by<br />

having values <strong>of</strong> Froude number (based on corresponding velocities and corresponding<br />

lengths) the same in each case. The boundaries for the flows must,<br />

<strong>of</strong> course, be geometrically similar, and the geometric scale factor should be<br />

applied also to depths <strong>of</strong> corresponding points below the free surface.<br />

Gravity forces are important in any flow with a free surface. Since the<br />

pressure at the surface is constant (usually atmospheric) only gravity forces<br />

can under steady conditions cause flow. Moreover, any disturbance <strong>of</strong> the<br />

free surface, such as wave motion, involves gravity forces because work must<br />

be done in raising the liquid against its weight. The Froude number is thus a<br />

significant parameter in determining that part <strong>of</strong> a ship’s resistance which is<br />

due to the formation <strong>of</strong> surface waves.<br />

5.3.3 Dynamic similarity <strong>of</strong> flow with surface tension forces acting<br />

In most examples <strong>of</strong> flow occurring in engineering work, surface tension<br />

forces are negligible compared with other forces present, and the engineer<br />

is not <strong>of</strong>ten concerned with dynamic similarity in respect to surface tension.<br />

However, surface tension forces are important in certain problems such as<br />

those in which capillary waves appear, in the behaviour <strong>of</strong> small jets formed<br />

under low heads, and in flow <strong>of</strong> a thin sheet <strong>of</strong> liquid over a solid surface.<br />

Here the significant force ratio is that <strong>of</strong> |Inertia force| to |Surface tension<br />

force|. Again, pressure forces, although present, need not be separately considered.<br />

The force due to surface tension is tangential to the surface and<br />

has the same magnitude perpendicular to any line element along the surface.<br />

If the line element is <strong>of</strong> length �l then the surface tension force is γ(�l)

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