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
300 DOCK ENGINEERING. Wharfs at Hull. The splayed wings of the entrance to the Alexandra Lock, at Hull,* are lined with timber wharfs, which are returned for a length of 300 feet up and down the River Humber. The wharfs (fig. 246) were constructed in bays, generally 10 feet in length, but 3 feet at the corners, the framing being braced both longitudinally and transversely, and covered with a 5-inch decking. The river bed in front of the wharfs had been dredged away to about 40 feet below the top of the piles, so that the piles, which were 61 feet in length and about 15 inches square, penetrated only about Fig. 246. —Wharf at Hull. 20 feet into the ground. Grooved and tongued sheet piling, 25 feet long and 8 inches thick, was driven along the front, the top being just above low water. The sheeting was driven in lengths of 6 feet at a time all the piles in one bay being previously pitched in position so as to ensure tight contact. This sheeting held up the material at the back when the river bed was deepened in front. During construction the mud accumu- lated so rapidly, in the recesses behind, that whole-timber sheeting had to be driven at the back to retain it, the space enclosed between the front and back piles being excavated to enable the cross bracing to be fixed at the lowest possible level. The wharfing was constructed from a staging on piles driven by piling machines on barges. The sheet piling was driven by piling machines with telescopic leaders. * Hurtzig on “ The Alexandra Dock, Hull,” Afin, Proc. Inst. C.E., vol. xcii.