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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32
ENGINEERING WONDERS OF
THE WORLD.
A ROTARY SNOW-PLOUGH AT REST.
The line is worked all the year round, and sometimes drifts 35 feet deep
have to be cleared for considerable distances.
July 29, thus closing the gap be-
tween the two ends of the rail-
way. It is a curious fact that
the first train over the completed
line was south bound—that is,
going out from White Horse to
Skaguay—and was composed of
empty cars, which had been
working on the north end of the
line, but which were, of course,
sent to Skaguay to be loaded as
soon as the gap in the railway
was closed.
The general characteristics of
the railway are as follows. It
has a gauge of 3 feet, and is laid
with 56-lb. steel rails with 24-
inch spliced bar
fish-joints, and on Description
curves, etc., with of the
tie - plates and Railway,
rail-braces. The
sleepers or “ ties ” are 6' X 8" x
6|", laid 2,816 to the mile. The
road bed in excavation is 10 feet
wide, with a 2-foot ditch at each
side, making the standard width
in excavation 14 feet at the base.
On embankments the finished
shores of Lake Bennett, where the heaviest
work consisted of blasting a road bed round
or through the numerous steep, rocky capes
which jutted out into the deep
SS water of the lake. These capes
Lake were separated from each other
Bennett. by little bays, at the head of
which the water was for the
most part shallow, so that the material taken
from the rock cuttings on the capes was used
in some places for building embankments
across the shallows, thus avoiding curvature
of the line as much as possible.
By the end of July 1900 the 27 miles
of line along the shore of the lake were
completed, and the last spike was driven on
width at top is 12 feet. Earth side slopes in
excavation are 1 to 1, and on embankments
H-tol. In loose rock excavation the slopes
vary from | to 1 to 1 to 1, according to cir-
cumstances ; and in solid rock the side slopes
are | to I.
The maximum gradient between Skaguay
and the Summit is 3'9 per cent., and the
maximum rise in any one mile is 201 feet, the
theoretical grade being equal-
ized for curvature — that is, Gradients,
reduced on curves to compen-
sate for the loss by friction, and to maintain
a uniform load on the engine. This maxi-
mum grade scheme is uniformly maintained,
except at sidings, from the fourth mile-post to