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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THE MANCHESTER SHIP CANAL.
165
A SAILING SHIP AT ELLESMERE PORT.
{Photo, K. R. Burgess.)
in thirty different places. But notwithstanding
all expedients, floods twice caused serious
damage to the slopes of the
cuttings. In November 1890, Cuttings
13 miles of the Canal were pre- damaged
r by
maturely filled, and in Decem- Floods,
ber 1891 flood water rushed
into 10 miles of the cutting. Both disasters
inevitably entailed considerable additional ex-
penditure as well as great delay.
Five important railways cross the Canal, and
deviation lines, each about two and a half
ing vessels to remain at wharves loading or
discharging without interfering with the pas-
sage of traffic in the fairway. The total rise
on the Canal above the low-water level below
Latchford Lock is about 59 feet, which gives
an average of under 15 feet for each set of
locks.
The Canal excavation amounted in all
to about 54,000,000 cubic yards, including
12,000,000 cubic yards of sand-
Excavation s^one rock • and the rate of ex-
Work. .
cavation varied between 750,000
and 1,250,000 cubic yards per month.
Owing to the very extensive plant employed,
the number of men and boys engaged never
exceeded 17,000. The length of the single
lines of railway temporarily
laid down was 228 miles, and
the rolling stock consisted of
173 locomotives, with 6,300
wagons and trucks. There were
124 steam-cranes and 192 fixed or portable
engines, used chiefly for pumping. The total
cost of the plant employed in construction
was £980,000.
As the upper portion of the Canal was exca-
vated along the valleys of the Irwell and Mer-
sey for a distance of 20 miles, a channel had
to be kept open for the flood and ordinary
waters of those rivers, which were intersected
with gradients
Railway
Crossings.
miles long, had to be laid
sufficient to allow a clear head-
way under the viaducts of 75
feet at ordinary water-level.
The Runcorn Viaduct, previously constructed
across the Mersey, gives that headway at high
water of spring tides. For unimportant roads
and footpaths, ferries on the Canal have been
adopted.
There are also seven swing bridges, five of
which have a clear span of ]20 feet. Eight
hydraulic installations are provided, each with
duplicate engines and boilers,
to work the cranes, warehouse
lifts, the capstans at the docks,
the coal tips at Partington, the lock gates and
culvert sluices, and several of the swing bridges.
Swing
Bridges.
Number of
Men and
Boys
engaged.
PART OF RUNCORN RAILWAY BRIDGE AND RUNCORN
TRANSPORTER BRIDGE. CONCRETE EMBANKMENT
ON LEFT. (Photo, K. R. Burgess.)