A Treatise On The Principles And Practice Of Dock Engineering
Forfatter: Brysson Cunningham
År: 1904
Forlag: Charles Griffin & Company
Sted: London
Sider: 784
UDK: Vandbygningssamlingen 340.18
With 34 Folding-Plates and 468 Illustrations in the Text
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DEFINITIONS.
269
acquired, and hence its application to maritime structures, the connection of
which with the mainland is of a slight and restricted nature. This feature,
however, is equally characteristic of jetties and moles. The word mole is
evidently derived from the Latin moles, a mass, and is indicative of a
large mound, or long ridge of material, heaped more or less regularly, in
such a way as to constitute some protection from rough external seas. In
this respect it fulfils the functions of a breakwater, with which it is closely
allied, though, in later times, it has acquired the special significance of a
breakwater provided with a broad superstructure capable of being used as
an ordinary quay. Perhaps the position may be best summarised thus:—
Outlying works in exposed situations, used for protective purposes alone,
are breakwaters. When joined to the shore, and equipped for commercial
operations, they become, almost indifferently, piers, jetties, and moles.
Accordingly, the latter terms will be employed, in the present chapter, as
practically synonymous.
A wharf may be defined as a continuons structure, occasionally acting
as a retaining wall, along the open margin of a sea, or along the banks of
a river, canal, or other waterway. The application of the word is some-
what loose, and it is sometimes taken as identical with quay, though its
use in connection with dock and basin walls is rare. Wharfs have
obviously provided the most natural sites for the berthing of vessels
from the earliest times, being employed for this purpose long before the
ideas of outlying jetties and enclosed basins were conceived. In this
connection, they are subdivisible into two classes—legal wharfs and suffer-
ance wharfs. The former are certain wharfs, in all seaports, at which
goods were required to be landed and shipped by Act 1 Eliz., cap. 11 (now
repealed), and subséquent acts. Some wharfs, as at Chepstow, Gloucester,.
&c., are deemed legal from immemorial usage; others have been made
legal by spécial Acts of Parliament. Sufferance wharfs are places where
certain goods may be landed and shipped—as hemp, flax, coal, and other
goods—by spécial sufferance, granted by the Crown for that purpose.*
These legal distinctions, however, have no bearing on the engineering
aspect of the question.
From their close relationship to ordinary quays, much that has been
said in Ohapter v. is equally applicable to wharfs, but need not be
repeated here.
As part of a dock system, external jetties and piers serve a twofold
purpose. In the first place, they act as protective works, by means of which
vessels are guided and sheltered during their entry. Secondly, they serve
as directive agencies for the deflection or régulation of currents. Whether
intentionally on the part of the designer or not, this second function is one
which must inevitably be performed by any artificial projection beyond the
normal contour of a littoral. Hence it behoves the engineer to exercise
great care in determining the location and disposition of a proposed jetty or
* Dr. Ogilvie.