Engineering Wonders of the World
Volume I
Forfatter: Archibald Williams
År: 1945
Serie: Engineering Wonders of the World
Forlag: Thomas Nelson and Sons
Sted: London, Edinburgh, Dublin and New York
Sider: 456
UDK: 600 eng - gl.
Volume I with 520 Illustrations, Maps and Diagrams
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166
ENGINEERING WONDERS OF THE WORLD.
HIGH-LEVEL FOOTBRIDGE AT WARBURTON.
(Photo, K. R. Burgess.)
The Barton Canal Aqueduct called forth a
bold device on the part of the engineers.
Brindley’s Aqueduct, to which reference has
been made, was built of stone
and brick. There were three
, arches, and the canal carried
Canal
Aqueduct. was feet wide and 4 feet
6 inches deep. The difference
in level between the Bridgewater Canal and
the Ship Canal at Barton being 26 feet, a
movable aqueduct was essential.
Basing his calculations upon the success that
had attended the operation of a lift on the
Weaver Navigation—where he had himself
utilized hydraulic power to
Ihe lift boats 51 feet vertically to
Movable ,
Spans another navigation, while they
remained floating in an iron
trough—Sir E. Leader Williams planned a new
aqueduct, spanning two openings each with a
width of 90 feet on the Ship Canal, and a
waterway for the Bridge water Canal 19 feet
wide and 6 feet deep.
This aqueduct rests and turns upon a cen-
tral pier 400 feet long and 30
Water- feet w-j which carries also
tight Iron
Gates ^be adjacent road swing bridge.
Water-tight iron gates are sup-
plied at each fixed shore-end, and also at
each end of the trough. When the four gates
are open, barges move along the Canal without
interruption. But if a ship has to pass under
the aqueduct all the gates are closed—the
shore gates keeping back the water in the
Bridge water Canal at either side, the others
confining the water in the trough when it
is turned through an angle of 90 for the
passage of a vessel along the Ship Canal.
The trough can be swung when the barges
are inside, the gross weight to be moved always
remaining the same. Power is obtained from
the adjoining hydraulic station,
which is also employed for the
Su ii I
road swing bridge, both being , .
operated from a high brick
tower. Sir E. Leader Williams devoted par-
ticular attention to the whole of this arrange-
ment, and the members of the Institution of
Civil Engineers were delighted when he in-
formed them that the aqueduct “ has never
given any trouble, working quickly and with
smoothness—a result for which much credit is
due to the contractors, Messrs. Handyside and
Company.”
Wharves have already been constructed at
Runcorn, Warrington, and other places ; and
as the Canal really consists of
Wharves.
a series of long, narrow docks,
this accommodation may at any time be
extended almost indefinitely.
At Ellesmere Port, the terminus of the
IRLAM HIGH-LEVEL RAILWAY BRIDGE.
(Photo, K. R. Burgess.)