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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74
ENGINEERING WONDERS OF THE WORLD.
land the largest concrete blocks that have
ever been transported in their complete con-
dition. Each block measured 27 by 211 by
12 feet, contained nearly 5,000 cubic feet of
concrete, and weighed 350 tons. After being
allowed to dry for ten weeks a block was
lifted by a shears on a floating pontoon,
carried to its site, and lowered on to the
foreshore, where, until now, it has helped to
protect the foreshore and sea wall most
effectively.
For a really extraordinary example of the
forces with which the engineer has to contend
we may cite
What the
Waves did
at Wick.
the dislocation of the super-
structure of Wick Harbour.
In 1871 the head of the super-
structure was formed as fol-
lows : on the levelled top of
the rubble mound a single course of 100-ton
concrete blocks ; then two courses of 80-ton
blocks ; and finally an 800-ton monolith of
cement rubble, attached to the uppermost
course of blocks by 3-inch iron rods. The
whole mass—1,350 tons—was removed bodily
by the waves, turned round, and dropped
inside the mound; while the second course of
80-ton blocks was swept away like so many
bricks. A 2,600-ton concrete monolith was
substituted. Before it was two years old a
storm shifted it and broke it in half !
Portland Harbour is probably the largest
of all purely artificial harbours. It has an
area of well over 2,000 acres to the one fathom
line, and includes 1,500 acres
of five-fathom water at low
tide. The harbour is bounded
and the famous Chesil Bank of
Portland
Harbour.
by the land
shingle on the west and north-west, and on
the south by the island from which it gets
its name. In 1849 a rubble breakwater was
begun, running from the island in a north-
easterly direction, and beyond it a second
and much longer detached mound bending
sharply northwards. Between the two was
left a narrow passage for ships. The mounds,
completed in 1872, were formed by running
stones down a ropeway from the Portland
quarries to a staging erected on the line of
the breakwater, along which they were moved
in trucks for dumping. The work was done
by convict labour.
To render the harbour fit for strategical
purposes and able to protect warships from
torpedo attack, two large additional break-
waters, pointing south-eastwards from the
northern end, have been added. The Bin-
cleaves breakwater, 1,550 yards long, reaches
out from the mainland. A second and iso-
lated mound lies between it and the seaward
extremity of the old island breakwater, there
being a 700-foot passage at each end. For
these newer works the stones quarried at
Portland were delivered down a rope incline
into barges, which dumped them on the line
of the mounds, as had been done many years
before at Plymouth. On the top of the
mounds, which, have a bottom breadth of
285 feet and a maximum height of 57 feet,
is a wall of ashlar about 20 feet high. The
amount of material used in the 2| miles of
breakwater was enormous.
The Algiers breakwater is an interesting
example of a mole built up largely of concrete
blocks thrown in at random. The older part
of the mole is composed of
OK , , , . , , Algiers.
25-ton blocks heaped up on
the sea bed. The newer portion was con-
structed at less expense by bringing a
flat rubble mound to within 33 feet of low-
water level, and depositing the blocks on this
base. The use of random blocks is economical,
since less labour is required, and, as the
spaces between the blocks equal one-third of
the total volume of the heap, less material;
but a mound so constructed would not bo
suitable for sites where the waves are ex-
ceptionally violent.
The new defensive harbour at Gibraltar has
an area of about 440 acres. It is protected by
two moles running out from the shore and by