Waterways and Water Transport in Different Countries by J. Stephen Jeans
1765. The aqueduct and the neighbouring viaduct (shown in the old
643 words | Chapter 121
print at p. 344) pass over the Mersey and Irwell Navigation at such a
height as to allow the passage through the archways of small vessels.
To accommodate the larger vessels that will pass up the Ship Canal, the
archways of the aqueduct and viaduct would have to be more than double
the height. This was the engineering difficulty which the Ship Canal
promoters had first of all to encounter and by many it was regarded as
insuperable. The suggestion was made that the Ship Canal should end at
a point below the aqueduct. Mr. E. Leader Williams, the engineer of
the company has, however, proposed to construct a short diversion of
the Bridgwater Canal immediately over the line at which it would cross
the Ship Canal. The length of the Bridgwater over the Ship Canal will
then be formed in the manner of a long movable iron caisson or trough,
somewhat deeper in the centre than at the two ends, supported by and
turning (when required) upon a circle of live rollers. This caisson is
to be filled with water to a depth equal to that of the canal itself,
and is to be fitted at either end with watertight gates, which are also
to be fixed at either end of the approaches from the canal.
[Illustration: THE BRIDGWATER CANAL.—(_a_) Across the Irwell
(_b_) Barton Bridge.]
Upon the completion of this work, the central portion of Brindley’s
aqueduct will be removed, the ends being allowed to remain. The manner
of working the new aqueduct will be as follows:—The operator in charge
of the machinery will, on descrying an approaching steamship, cause the
four watertight gates at the ends of the caisson and of the approaches
to be closed, and will then, by means of hydraulic machinery, cause
the caisson to revolve for a quarter of a circle upon the live roller
which will support it, thus leaving a perfectly clear passage for the
vessel. Through this passage, up- or down-going vessels will be able
readily to steam, and when clear of the aqueduct the process will be
reversed—that is to say, the attendant will cause the caisson to turn
back into its original position, and will have his watertight gates
opened once more, when the line of the Bridgwater traffic will be clear
again, after a very brief interval, and without any loss of the water
in the canal.
At the ends of the existing line of the canal (after the removal of
Brindley’s old aqueduct) it is proposed to construct hydraulic lifts as
already stated, by means of which it will be competent to lower barges
with full cargoes (the barges remaining afloat throughout the whole
operation) from the Bridgwater to the Ship Canal, or, _vice versâ_, to
raise them from the Ship Canal to the Bridgwater, thus making Barton
a point of interchange of traffic between the high and the low level
navigation.
The works on the Manchester Ship Canal were commenced in 1886, and
are to be completed, under contract, in 1892. The estimate of the
promoters is that the canal will have a traffic of 3,000,000 tons per
annum, from which a net annual income of 709,000_l._ may be expected.
This estimate, however, did not include any coastwise traffic, nor
such goods as coal, salt, and iron, and took no account of the future
expansion of trade. Another estimate, submitted to Parliament, which
included these items, calculated on a revenue of over 9½ millions of
tons, and a net revenue of over a million and a half sterling.
Whatever the financial results of this great undertaking may be, its
future can hardly fail to be well assured, and Lancashire has reason
to be satisfied with the energy, capacity, and public spirit that have
placed such a valuable means of communication at the disposal of its
principal industrial centres.
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