The Steam Engine Familiarly Explained and Illustrated: With an historical sketch of its invention and progressive improvement; its applications to navigation and railways; with plain axioms for railway speculatorsLardner, Dionysius
History
The Steam Engine Familiarly Explained and Illustrated: With an historical sketch of its invention and progressive improvement; its applications to navigation and railways; with plain axioms for railway speculators
Lardner, Dionysius
Steam-engines -- Early works to 1850
With the speed now attainable on railways, curves should be avoided
with radii shorter than a mile. Expedients may diminish the
resistance, but, through the negligence of engine drivers, they must
always be attended with danger. Curves are not objectionable near the
extremities of a line.
XX.
The worst position for a curve is the foot of an inclined plane,
because of the velocity which the trains acquire in the descent, and
the occasional impracticability of checking them.
XXI.
In proportion as the speed of locomotives is increased by the
improvements they are likely to receive, the objections and dangers
incident to curves will be increased.
XXII.
The difficulty which attends the use of long tunnels arises from the
destruction of the vital air which is produced by the combustion in
the furnaces of the engines. Tunnels on a level should, therefore, be
from twenty-five to thirty feet high, and should be ventilated by
shafts or other contrivances.
XXIII.
The transition from light to darkness, the sensation of humidity, and
the change in summer from a warm atmosphere to a cold one, will always
form an objection to long tunnels on lines of railroad intended for a
large intercourse of passengers.
XXIV.
All the objections to a tunnel are aggravated when it happens to be
upon an acclivity. The destruction of vital air in ascending it will
be increased in exactly the same proportion as the moving power is
increased. Thus, if it ascend 17 feet in a mile, the destruction of
vital air will be twice as great as on a level; if it ascend 34 feet
in a mile, it will be three times as great; 51 feet in a mile, four
times as great, and so on.
XXV.
If by an overruling necessity a tunnel is constructed on an acclivity,
its magnitude and means of ventilation should be greater than on a
level, in the same proportion as the resistance produced by the
acclivity is greater than the resistance upon a level.
XXVI.
Tunnels should be ventilated by shafts at intervals of not more than
200 yards.
XXVII.
While a train is passing through a tunnel, no beneficial ventilation
can be obtained from shafts. The engine will leave behind it the
impure air which it produces, and the passengers will be enveloped in
it before it has time to ascend the shafts. Sufficient magnitude,
however, may be given to the tunnel to prevent any injurious
consequences from this cause. A disagreeable and inconvenient odour
will be experienced.
XXVIII.
Tunnels on a level, the length of which do not exceed a third of a
mile, will probably not be objectionable. Tunnels of equal length upon
acclivities would be more objectionable.
Public-domain text, read in full here on John Shaqi.
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