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OrcaFlex Manual - Orcina

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Theory, Environment Theory<br />

156<br />

w<br />

years but it gives unsatisfactory predictions of water particle velocities. This work has been superseded by Fenton<br />

(1990 and 1995).<br />

Fenton's original paper gave formulae for fluid velocities based on a Fourier series expansion about the term<br />

ε = H / d. In his later works Fenton discovered that much better results could be obtained by expanding about a<br />

"shallowness" parameter δ. We follow this approach.<br />

A 5th order stream function representation is used but instead of terms involving cos the Jacobian elliptic function<br />

cn is used, hence the term cnoidal. The function takes two parameters, x as usual, and also m which determines how<br />

cusped the function is. In fact when m = 0, cn is just cos and the Jacobian elliptic functions can be regarded as the<br />

standard trigonometric functions. The solitary wave which has infinite length corresponds to m = 1 and long waves<br />

in shallow water have values of m close to 1. Fenton shows that the cnoidal theory should only be applied for long<br />

waves in shallow water and for such waves m is close to 1.<br />

The initial step of the solution is to determine m and an implicit equation with m buried deep within must be solved.<br />

As in the Stokes' theory this equation is the dispersion relationship. The solution is performed using the bisection<br />

method since the equation shows singular behaviour for m ≈ 1 and derivative methods fail.<br />

After m has been determined Fenton gives formulae to calculate surface elevation and other wave kinematics. In<br />

practice m is close to 1 and Fenton takes advantage of this to simplify the formulae. He simply sets m = 1 in all<br />

formulae except where m is the argument of an elliptic or Jacobian function. This technique is known as Iwagaki<br />

approximation and proves to be very accurate.<br />

Ranges of Applicability<br />

Regular wave trains are specified in <strong>OrcaFlex</strong> by water depth, wave height and wave period. Which wave theory<br />

should one use for any given wave train? For an infinitesimal wave in deep water then Airy wave theory is accurate.<br />

For finite waves a non-linear theory should be used. In order to decide which wave theory to use one must calculate<br />

the Ursell number given by<br />

U = HL 2 / d 3<br />

See Non-linear Wave Theories for notation conventions used.<br />

If U < 40 then the waves are said to be short and Stokes' 5th may be used. For U > 40 we have long waves and the<br />

cnoidal wave theory can be used. The stream function theory is applicable for any wave. The boundary number 40<br />

should not be considered a hard and fast rule. In fact for Ursell number close to 40 both the Stokes' 5th theory and<br />

the cnoidal theory have inaccuracies and the stream function method is recommended. In regions well away from<br />

Ursell number 40 then the relevant analytic theories (Stokes' 5th or cnoidal) perform very well.<br />

Our recommendations are:<br />

Ursell number Recommended wave theory<br />

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