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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THE TUBE RAILWAYS OF LONDON.
311
This, of course, is true
only if there be a station at
each summit at which the
train has to stop ; so noth-
ing came of the proposal
until Greathead applied this
principle, as far as possible,
on the original sections of
the City and South London
Railway. In all subsequent
Tube lines, the Central Lon-
don Railway particularly,
this principle has been ob-
served where practicable.
A train on quitting a
station at once strikes a
downhill grade of 1 in 30,
extending for such a dis-
VARIOUS RELATIVE POSITIONS OF THE TWO RUNNING TUNNELS
OF A TUBE RAILWAY.
The disposition depends largely on the breadth of the thoroughfare overhead.
Gradients
on
the Tubes.
alone will be
tance that, assuming the motors to be taking
current until the train com-
mences to descend the 1 in 30
grade, the speed at the bottom
of the incline under gravity
about 25 miles per hour. The
train then proceeds along a level stretch
of line, using very little, if any, current, and
so continues to run at a high rate of speed to
within a short distance of the next station,
when an up-hill grade of 1 in 60 against the
load acts as a brake to the train and rapidly
checks it. The air-brakes have to do much
less work than on an ordinary railway.
This is not only theoretically the proper
way for a train to run a section, but is also
practically the best, as it enables a maximum
average speed to be attained at a minimum
cost of energy and braking.
The two tunnels of a Tube railway, although
generally placed side by side “ spectacle
fashion, ’ are often placed one above the
other. We may mention one notable instance.
On the original section of the City and South
London Railway, where the tunnels pass under
Swan Lane, on the northern side of the river
near London Bridge, the width of the lane
being only just sufficient to admit of one
tunnel passing along it without encroaching
on the property on either side, the tunnels
were placed one above the other.
In such, a case, the precaution is generally
taken of constructing the lower tunnel first.
If the upper one were completed first, there
would be considerable risk of its subsiding
on to the lower while that Was being driven.
The section of Tube railway which has the
steepest gradients against the load of any
in London is that of the Piccadilly Tube,
between Earl’s Court and
Baron’s Court, where the _
, . - Gradients.
grade is 1 in 50 for 2,213
feet; but the Hampstead Tube has a longer
grade of 1 in 60 for 4,333 feet between
Hampstead and North End.
The Hampstead Tube has also the deepest
lift shafts of any line in London, those at
Heath Street Station sinking 181 feet below
the street. The greatest depth of the tunnel
below the surface is near the White Stone
Pond on the same railway, where the rails
are 250 feet below the Heath.