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
Søgning i bogen
Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.
Derved får du fremhævet ordene visuelt direkte på billedet af siden.
Digitaliseret bog
Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.
288
ENGINEERING WONDERS OF THE WORLD.
Fig. 2.—AN ANCIENT TRANSPORTER BRIDGE.
wanderer’s assistance, and a fallen tree enabled
him to continue his journey ; and from this
fallen tree, or a plank thrown across a stream,
have been evolved, by most interesting and
instructive stages, the gigantic structures now
to be seen in all parts of the world.
The primary object of any bridge is to
enable road or railway traffic to be carried
between two points across some intervening
obstruction ; and considering the numerous
types of bridges now available, the question
to be decided is, which particular type is best
adapted for certain conditions of site and
traffic ? One of the problems which has very
often to be dealt with is the best method of
providing facilities for taking the traffic across
a navigable river.
A fixed bridge which, under ordinary circum-
sary to adopt some form of movable bridge ;
and to within comparatively recent years this
form has been either a swing, draw, or a
bascule bridge.
These three types of bridges answer their
purpose as far as the accommodation of the
cross-road traffic and the free passage of the
vessels are concerned, but the opening span has
to be in a definite position and of somewhat
limited dimensions. In many important estu-
aries and rivers the vessels go up and down
the waters under their own sail, and to be able
to make for a definite opening requires skilled
navigation not unattended by great risks,
especially if there be a strong tide running,
as often happens.
It would therefore appear that, for any
river or estuary navigated by large vessels to
be crossed satisfactorily by a bridge, this last
should be of a type which does not impede
navigation at all, and gives ample clear-
ance for the masts. A high-level bridge can
be adopted only where the banks on either side
of the water are of sufficient height to reduce
the length and consequent cost of the ap-
proaches. The Clifton Suspension Bridge over
the Avon at Bristol is a good illustration.
Such physical conditions obtain very seldom,
however.
All these difficulties of site and navigation
are overcome by the adoption of a Transporter
stances, is the best form to
adopt, would be quite out of
the question for a navigable
channel; for it would have
to be of such a height to
clear the ships’ masts that,
in most cases, the cost of
construction and the pur-
chase of land for the long
approaches would quite pre-
clude its adoption, unless
there were high banks on
both sides of the channel.
Fig. 3.—DESIGN FOR MIDDLESBOROUGH BRIDGE.'
It would therefore be neces-