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Mechanics of Fluids

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468 Flow with a free surface<br />

For waves not meeting these conditions the analysis is much more<br />

complicated, and in what follows we shall therefore restrict ourselves almost<br />

entirely to Airy waves. (The corresponding equations are those marked A.)<br />

Although application <strong>of</strong> this theory may lead to some error in practice, this<br />

is <strong>of</strong>ten tolerable in comparison with uncertainties in measurements.<br />

The velocity c is known as the phase velocity because points <strong>of</strong> the same<br />

phase (i.e. <strong>of</strong> equal η) move at this velocity, regardless <strong>of</strong> the shape <strong>of</strong> the<br />

wave. Wave propagation is described as dispersive when the phase velocity<br />

depends on the wavelength λ. This is because if a wave <strong>of</strong> general shape<br />

were split into components <strong>of</strong> different wavelengths the components would<br />

move at different velocities and thus become separated, that is, dispersed.<br />

It is helpful to examine some specific results that can be deduced from the<br />

generalized eqn 10.54.<br />

Equation 10.54 shows that the effect <strong>of</strong> surface tension on the phase<br />

velocity is negligible if<br />

2πγ<br />

ϱλ<br />

≪ gλ<br />

2π<br />

� �1/2 γ<br />

that is, if λ ≫ 2π<br />

ϱg<br />

For water this last quantity is about 17 mm, and so we can safely disregard<br />

the effect <strong>of</strong> surface tension on ocean waves, for example.<br />

Deep water waves are <strong>of</strong>ten regarded as those for which h >λ/2. Then<br />

tanh(2πh/λ) differs from unity by less than 0.004 and we can take<br />

c 2 = 2πγ<br />

ϱλ<br />

+ gλ<br />

2π<br />

(10.54a)<br />

This has a minimum value when λ = 2π(γ/ϱg 1/2 ) (≏ 17 mm for a water);<br />

then cmin = (4gλ/ϱ) 1/4 (≏ 0.23 m · s −1 for water).<br />

10.13.2 Gravity waves<br />

Waves whose properties are primarily determined by gravitational effects<br />

are referred to as gravity waves. Surface tension effects can then be ignored<br />

and eqn 10.54 reduces to<br />

c 2 = gλ<br />

2π tanh<br />

� �<br />

2hπ<br />

(10.54b)<br />

λ<br />

For long waves, in which λ ≫ h, tanh(2πh/λ) → 2πh/λ. We then obtain<br />

c = (gh) 1/2<br />

(10.54c)<br />

as for the single surge wave (Section 10.8). Instead <strong>of</strong> the description long<br />

wave, the term shallow-water wave is frequently used for waves which satisfy<br />

the condition λ ≫ h. However the term long wave is to be preferred,<br />

because it more accurately reflects the fact that waves <strong>of</strong> long wavelength are<br />

included, irrespective <strong>of</strong> whether the water is considered deep or shallow.

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