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
230 HARBOUR ENGINEERING. Training-works. For the purpose of training navigable channels, any or all of the following measures may be adopted. (1) Training by means of Groynes. —Groynes are narrow jetties generally of timber, occasionally only of stone or conerete, projecting from the bank into the bed of the river at right angles to the direction of its flow. In some cases, the groyne is formed by sheet-piling driven continuously and bound together by horizontal runners; in other cases, detached piles are driven in a straight line so as to form, with longitudinal walings, a series of bays or panels, ranging in extent from 5 feet upwards to 20 feet or more. These bays are filled in with planking, laid horizontally on edge, and spiked Fig. 211. —Timber Groyne. to the piles, or by means of bundles of brushwood bound with wire, the interstices between the bundles being packed with clay and shingle. Bags of sand may be used for the same purpose. The piles for groynes need not be of any great length ; a depth of from 10 to 20 feet into the ground will generally suffice. As regards height, they will advisedly be brought at least to the level of the river bank, and as much above it as will serve to indicate the position of the groyne in times of flood. The body-work of the structure need not be carried higher than ordinary high- water level, if indeed so much as tbat. Groynes are spaced at varying distances apart: sometimes at intervals equivalent to their own length, sometimes more or less than that standard, according to the special requirements of each case. They have the effect of