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
PRINCIPAL CONSTRUCTIVE FEATURES. 255 5. The leveUimj culverts may with advantage be arranged so that their inlets are behind the hollow quoin and on a level with the gate platform. In this way they assist to keep the platform and wheel tracks clear of mud. Where caissons are em- ployed, the culverts may have their openings into the caisson chamber with the same object in view. The flow of water through culverts is regu- lated in several ways, one or two of which will be briefly described. (a) At a certain point, usually near the inlet, the culvert is intersected by a clough-paddle or penstock (fig. 223). This consists of a substantial frame of wood or iron. faced with a plane surface sliding in side grooves, and having hori- zontal bearings against a head and sill in the roof Direction cf Pressure Suspension. of Slufce Sluice SM And friction Rollers and floor of respectively. shaft above the culvert A vertical the culvert Vertical Section. permits the paddle to be entirely withdrawn from the sectional opening of the culvert. Raising and lowering are performed by manual labour or by hy- draulic or other power. When the culvert is not in use the paddle is kept down. By lifting it com- munication between the Plan. Figs. 180 and 181. —Stoney Sluice outer and inner water is established, and if there be any difference of level a curient is immediately formed. Ordinary cloughs are provided with stone (generally granite) jambs, head, and sills, the sliding surfaces being polished.