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4 - Memorial University of Newfoundland DAI

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Stokes' waveexhibit vertieaiaymmetry, sharper crests and flatter tmughe:<br />

whereas Airy's wavea are sinusoidal. The kinematics <strong>of</strong> Slokca' wsvca an<br />

described in tarma <strong>of</strong> circular functions. Cnoidal wsvn, attrihatdio to KO.<br />

rteweg and de.Vriea 1431, are developed in terms <strong>of</strong> elliptical functions. tlc<br />

side the above wavea, there aresolitary wave. 1441. These waves rise eutircly<br />

sbwe the still water level and reuit in msso transport in tho dimetio~n <strong>of</strong><br />

wave advance. Such waves an generated by displacing a mass <strong>of</strong> water (c.g.,<br />

dce to seismic movements). Rqions <strong>of</strong> spplicnbility-ia., small nnlplitudc<br />

(Airy's wave), and finite amplitude (Stokean, Cnoidal and Solitary wavea)<br />

theories-are depicted in terms <strong>of</strong> the relative depth, h, in Pigurc 3.1. 'Phe<br />

L.<br />

notations used in connections with wavoa are ahawn in Pipn? 3.2.<br />

In the foliowingseetions, tho mathematical larmulationa arcd lo cdcaiatc<br />

the wave farm on s structure, subjected to regular and irregular wnvos, am<br />

presented.<br />

3.3 Regular Wave Forces<br />

3.3.1 Vertical Cylinder<br />

Based on thelinearized Morrison's wavcoquation, thc incromcntd wave fnrcc,<br />

&-, on a cylindrical element <strong>of</strong> length, 8, <strong>of</strong> a vertical cnnliicver cylinder<br />

(see Fibure 3.3) is expressed as:<br />

where<br />

d& = IPCDDI~<br />

d& = p~rF(fi - ?)da.<br />

- kl(d - k)ds, md

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