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
 CHANNEL DEMARCATION. 253 framework tapering from a wide base to a narrow top, or forming some distinctive geometrical figure, such as a triangle or lozenge. It is essential, of course, that the beacon should stand out clearly against its background, and the steps necessary to secure this end will vary according to circum- stances. One method is to paint the front surface chequerwise in different colours; another to paint it all one colour, and so on. Buoys.—The difficulties attending the design of a beacon, evident as they are in many instances, are not so great as those involved in the case of a buoy. Steadiness and erectitude are qualities not easily conferred upon floating structures, while the same precision in regard to locality is impossible of attainment. Buoys have to be moored to sinkers, and the length of cable varies from two to three times the maximum depth, which in itself, in tidal situations, is susceptible of considérable fluctuation, so that a buoy is capable of mobility within a circle of not inconsiderable diameter. This renders buoys un- suitable for imparting accurate guidance in regard to alignment. As a general rille, their utility is limited to indicating the proximity of shallows in their immediate neighbourhood. The limiting width of chan- nels is indicated, in fact, by two lines of buoys, one along each boundary. These are termed starboard and port hånd buoys, according as they lie to the right or left of the mariner who is approaching a port from seaward. Generally speaking, the maximum distance be- tween two consecutive buoys, on either hand, is a mile or a mile and a half in wide estu- aries, and the minimum, per- haps 300 yards in narrow channels, exclusive, that is, of turning-points. National Systems of Buoyag’e. —It is interesting in this connection to compare the practice of this country with that of France and Ger- many. In English practice spécial stress is laid upon the shape of the buoy structure; Figs. 223-225. —National Systems of Buoyage. more so than in French practice, where colour is every whit as essential as form. Climatic conditions have something to do with this, for on the English coast the state of the atmosphère is often unfavourable to the ready per-