British Canals: Is their resuscitation practicable?Pratt, Edwin A.
History
British Canals: Is their resuscitation practicable?
Pratt, Edwin A.
Canals -- Great Britain; Inland navigation -- Great Britain
On this question of water supply, I may add, Mr John Glass, manager
of the Regents Canal, said at the meeting of the Institution of Civil
Engineers in November 1905:--
"In his opinion Mr Saner had treated the water question, upon which
the whole matter depended, in too airy a manner. Considering, for
instance, the route to Birmingham, it would be seen that to reach
Birmingham the waterway was carried over one summit of 400 feet, and
another of 380 feet, descended 200 feet, and eventually arrived at
Birmingham, which was about 350 feet above sea level. The proposed
standard lock, with a small allowance for the usual leakage in
filling, would consume about 50,000 cubic feet of water, and the two
large crafts which Mr Saner proposed to accommodate in the lock[12]
would carry together, he calculated, about 500 tons. Supposing it
were possible to regulate the supply and demand so as to spread that
traffic economically over the year, and to permit of twenty-five pairs
of boats passing from Birmingham to the Thames, or in the opposite
direction, on 300 days in the year, the empty boats going into the
same locks as the laden boats, it would be necessary to provide
1,250,000 cubic feet of water daily, at altitudes of 300 to 400 feet;
and in addition it would be necessary to have water-storage for at
least 120 days in the year, which would amount to about 150,000,000
cubic feet. When it was remembered that the districts in which the
summit-levels referred to were situated were ill-supplied with water,
he thought it was quite impossible that anything like that quantity of
water could be obtained for the purpose. Canal-managers found that the
insufficiency of water in all districts supplied by canals increased
every year, and the difficulty of acquiring proper water-storage
became enhanced."
Not only the ordinary waterway and the locks, but the tunnels and
viaducts, also, might require widening. Then the adoption of some
system of mechanical haulage is spoken of as indispensable. But a
resort to tugs, however propelled, is in no way encouraged by the
experiments made on the Shropshire Union, as told on p. 50. An overhead
electrical installation, with power houses and electric lighting, so
that navigation could go on at night, would be an especially costly
undertaking. But the increased speed which it is hoped to gain from
mechanical haulage on the level would also necessitate a general
strengthening of the canal banks to avoid damage by the wash, and
even then the possible speed would be limited by the breadth of the
waterway. On this particular point I cannot do better than quote the
following from an article on "Canals and Waterways" published in _The
Field_ of March 10, 1906:--
Public-domain text, read in full here on John Shaqi.
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