ForsideBøgerA Treatise On The Princip…ice Of Dock Engineering

A Treatise On The Principles And Practice Of Dock Engineering

Forfatter: Brysson Cunningham

År: 1904

Forlag: Charles Griffin & Company

Sted: London

Sider: 784

UDK: Vandbygningssamlingen 340.18

With 34 Folding-Plates and 468 Illustrations in the Text

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Side af 784 Forrige Næste
546 DOCK ENGINEERING. below the top of the cylinder. There are two other angle-iron rings, one at the top and the other at the bottoni of the cylinder, and between these three rings of tee-iron. The roof-plating is about £ inch thick, and the side-plating ranges from | inch thick at the top to ^ inch at the bottom. The tanks are set on a bed of sand and stand their full height above the ground. A venthole is provided at the apex of the roof, with a screw-down cover, and there are manholes, with covers bolted on, in the roof and also in the bottom side-plates. The wrought-iron settling tank is 36 feet in diameter and 5 feet deep. It is open at the top, and contained within a brick house octagonal in plan. There are also large barrelling sheds and a cooperage. Eig. 564. —Buoy with Anchorage. Ordinary Russian petroleum weighs 8^ Ibs. per gallon, American petro- leum 8 Ibs. per gallon. Petroleum increases in bulk 1 in 200 with an increase in temperature of 10° F. Moorings may be classified as water moorings and quay moorings. The former class, the object of which is to afford means of berthing ships while discharging cargoes into lighters in mid-stream or in creeks, includes anchored buoys and piled stagings. The buoys (fig. 564) are secured by chains to screw piles or to heavy blocks of masonry bedded in the ground. The stagings (figs. 565 and 566) consist of clusters of piles suitably braced and stiffened.