Waterways and Water Transport in Different Countries: With a description of the Panama, Suez, Manchester, Nicaraguan, and other canals.Jeans, J. Stephen (James Stephen)
History
Waterways and Water Transport in Different Countries: With a description of the Panama, Suez, Manchester, Nicaraguan, and other canals.
Jeans, J. Stephen (James Stephen)
Canals
That portion of the canal embankment on the upper reach, which, for
upwards of a mile in length (from Moulinette to Milleroches) holds the
water in the canal at a level of about twenty feet above the branch of
the St. Lawrence, which runs alongside, is in part founded upon the
treacherous clay bottom in which were found springs of water, and in
part in side cutting permeated by streaks of sand. The embankment over
this ground was formed with extra care, the earth being laid on in
courses with carts, and where the outer slope ran out into the river, it
was protected by boulder stones along its outer edge. Where springs
were found under the seat of the embankment they were led out to the
river’s edge by French drains, and where the streaks of sand were
encountered in the side cutting they were cut off by puddle trenches, 6
feet deep or more, and the bottom and side bank were lined with puddle,
3 feet thick, from the puddle trench to high-water mark. This mode of
protection was not continuous over the whole line, but was confined to
such parts of the bank only as appeared to require it.
Since the opening of the canal, there have been several breaches
in this bank, the last and worst of all, which occurred in 1888,
inflicting serious damage upon the trade of the St. Lawrence in that
year.
The enlarged canal is to be 6 feet deeper than the old one. Sixteen
feet of water, instead of 10 feet, implies greater strain upon the
bank, and a deeper searching after the hidden springs and streaks of
sand that may be interposed between the canal bottom and the river.
It has been proposed, with a view of avoiding this risk, to substitute
a lake three miles in length for a canal where the breaks have
occurred, and to throw dams across the narrow channels at the head and
foot of Speek’s Island, in order to raise the water up to canal level.
_The Sault St. Marie Canal._[122]—The Dominion of Canada, which borders
on the Sault, has, or believes that she has, quite as great an interest
in the development of the traffic on this route as her neighbours, and
hence has resolved on constructing a canal at this point, which will,
of course, be built on Canadian territory. So far back as 1852, the
Canadian Government had surveys made with a view to the construction
of a canal on the Canadian shore, and the execution of the project was
recommended by the Canadian Canal Commission of 1871, but it was not
until 1888 that the work was actually placed under contract.
On the Canadian side of the St. Mary’s river there is to be a lock of
18 feet, with a chamber 600 feet in length between the gates, 85 feet
wide, and narrowed at the gates to 60 feet on opposite sides.
_The Canadian Canal System generally._—A Commission appointed by the
Dominion Government in 1870 to report on the best means of improving
the canal system of Canada, adopted a series of recommendations, which
have since been followed as far as possible. The principal of these
were:—
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