Engineering Wonders of the World
Volume III
Forfatter: Archibald Williams
År: 1945
Serie: Engineering Wonders of the World
Forlag: Thomas Nelson and Sons
Sted: London, Edinburgh, Dublin and New York
Sider: 407
UDK: 600 eng- gl
With 424 Illustrations, Maps, and Diagrams
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THE LAYING OF SUBMARINE CABLES.
361
Shore-end cables of this description are now
largely used where local conditions demand
sheathing which, besides being especially
heavy, also offers a large metallic surface as
a defence against trawlers, etc. The largest
type of cable in existence weighs as much as
62j tons per mile, being designed to resist
the crushing strain of icebergs grounding on
the coast of Newfoundland, where it was
landed but a few months ago.
cent, greater than was obtained in the earliest
cables.
LAYING.
Strictly speaking, the manufacture of a sub-
marine cable should not be
embarked on until a survey of Preliminary
,, , , , ™ , Submarine
the route has been effected
Survey.
for determining the types to
be adopted and the length of each. In any
Compounded
Hemp
Cotton
Taping.
Steel
Wires.
Jute
Inner
Serving
Gutta
Percha Copper
Insulator Conductor
Dielectric
Newfoundland
Shore-End
Irish
Shore-End*
Fig. 6.—MODERN ATLANTIC CABLE TYPES (4 ACTUAL SIZE).
Deep Light. Heavy
Seex Intermediate Intermediate
DeepSeaC^ble
Deep-sea (main type) cable of the descrip-
tion depicted in the sectional elevation view
is intended for maximum ocean depths of
three or four miles. It will bear a strain of
seven tons ; and being, in consequence, cap-
able of supporting a considerable length of
itself, can be recovered and repaired in very
deep water.
Though the general principles underlying all
ocean telegraphy remain peculiarly the same
as at first, steady advance has been made in
the quality of the materials used in submarine
cable manufacture. Indeed, the available
strength of a modern deep-sea line, such as
that represented by Fig. 6, is some 30 per
case such a survey is essential before the
actual laying proceeds. In early days several
disasters occurred owing to the lack of pre-
liminary soundings, and the want of even a
general knowledge of the bod on which the
cable was destined to rest.
Some idea of what happens when a cable
is laid over a sea bottom that has not been
surveyed may be gathered from Fig. 7. In
this example it may be observed that even
if the cable did not break during the operation
of laying, it would be pretty certain to do
so soon after, due to the strain of being sus-
pended from point to point. Such irregu-
larities as are here depicted would require