ForsideBøgerA Treatise On The Princip… Of Harbour Engineering

A Treatise On The Principles And Practice Of Harbour Engineering

Forfatter: Brysson Cunningham

År: 1908

Forlag: Charles Griffin & Company

Sted: London

Sider: 410

UDK: Vandbygningssamlingen 134.16

With18 Plates And 220 Illustrations In The Text

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Side af 416 Forrige Næste
BREAKWATER DESIGN. midpoint between these extremes, it is purely vertical. Below the surface level the circular paths diminish rapidly to an insensible minuteness. At a depth equal to the length of the wave, the displacement of the water particles Is TJX of that of the surface particles, and at double the depth the ratio is reduced to 000,000* In shallow water of uniform depth, that is, in water the depth of which is less than the length of the wave, the orbit of the water particles is approxi- mately elliptical with the major axis horizontal, as shown in fig. 95. The centre of the orbit lies slightly above the position of rest. With this exception, the same dispositions hold good as in the previous case as regards the move- ment of the particles. The ellipses of movement become flatter as the distance below the surface increases, until finally at the bottom there is horizontal motion only. In water which has a depth of only one-tenth of the length of the wave, the ratio of the elliptical axes at the surface is about ^, and at nine-tenths of the depth it is y^. When, instead of remaining uniform in depth, the water in which a wave is travelling becomes increasingly shallow (fig. 96), the orbits of the particles of water become correspondingly distorted. Owing to the friction exerted along the bottom, the major axis of revolution acquires an inclination to the horizontal, which is continually augmented. The wave ceases to be purely oscillatory : it undergoes a graduai transformation. The front of it becomes steeper than the back, the crest gaining more and more upon the trough until it actually overhangs. Then it falls forward and breaks into surf. At this point the wave is altogether a wave of translation, and the forward motion of the particles is exactly equal to the velocity of the wave. It is in this phase that waves possess their most formidable potency. Any sudden change in the level of the ground over which a wave is travelling is capable of producing the disruption of the wave. This effect is not confined to shallow reaches, but extends to depths as great as 16 to 20 fathoms, or even more, in the open sea. Thus, on the Herreca reef, seven miles from land, breakers are apparent in tempestuous weather in a depth of 90 feet of water. Height of Waves. —The inception of waves being due to the wind, their development manifestly depends upon the extent of surface acted upon. Waves generated without restriction are capable, under propitious circum- stances, of attaining a very high degree of development, both as regards height and length. On the Lake of Geneva, for instance, storm waves are stated to reach a height of 10 feet; in the German Ocean, from 12 to 15 feet; in the