Waterways and Water Transport in Different Countries: With a description of the Panama, Suez, Manchester, Nicaraguan, and other canals.Jeans, J. Stephen (James Stephen)
History
Waterways and Water Transport in Different Countries: With a description of the Panama, Suez, Manchester, Nicaraguan, and other canals.
Jeans, J. Stephen (James Stephen)
Canals
Since 1470, then, three principal efforts have been made to bring
Bruges into communication with the sea; first, in 1622, _viâ_ Ostend;
second, in 1640, _viâ_ Dunkerque; third, in 1810, _viâ_ Breskens. The
two last failed through political events, which took away from Belgium
the two principal points: Dunkerque scarcely five years after the
canal was completed; Breskens before the works were even begun. One
disadvantage to be noticed with regard to these two towns is the
considerable distances at which they lie from Bruges—Dunkerque at
over forty, Breskens at more than twenty miles. Moreover the works,
comparatively speaking, were on a very small scale. As for the Ostend
scheme, the canal necessarily encountered the same fate as the harbour
itself—one continual struggle against alluvia. The case seemed
hopeless, and Bruges in despair had resigned herself to her melancholy
fate, when in 1877 M. A. de Maere Limnander started and publicly
advocated a scheme which was intended to open for Bruges, once more a
seaport town, a fresh era of prosperity. The work which he published
on the subject, the result of long inquiry, has met with general
approbation.
In the construction of the ship canal from Ostend to Bruges, the spot
chosen for the outer port lay in the neighbourhood of Heijst, to the
south-west of the mouth of the Sebzate and Schipdonek canals, at about
1250 metres (4114 feet) from the Heijst sluices. The motives for
selecting this place are twofold—Firstly, the minimum of clearing to
be executed in opening the downs, the depth of which is here of not
more than from 50 to 60 metres (164 feet to 197 feet); secondly, the
minimum of length to be given to the piers, the depth of seven metres
(23 feet) at ebb tide being here very near the shore. This part of
the coast, moreover, is also one which has stood in constant danger
of irruption on the part of the sea, and has only recently needed
strengthening. To maintain the depth at the entrance to the harbour
the westerly pier is made the longer of the two, and slightly bent in
towards the end; its length is fixed at 1100 metres (3620 feet), viz.,
840 metres (2769 feet) from the base to the bend, and 260 metres (855
feet) from the bend to the end; that of the easterly one at 800 metres
(2633 feet); the width at the entrance to the port at 300 metres (987
feet), and that at the base of the same at 1000 metres (3291 feet);
the surface of the harbour thus amounts to 60 hectares (6000 acres, or
29,040,000 square yards). The masonry consists of artificial blocks of
the largest possible dimensions, never weighing less than from 40,000
to 90,000 kilogs.—from about 85,000 lb. to about 180,000 lb. M. de
Maere also advocates the construction along the outer side of the
westerly pier of a breakwater, made of a single row of stakes. One or
two lighthouses are to light the entrance to the harbour. The cost of
this section of the works was estimated at 9,000,000f. = 360,000_l._
Public-domain text, read in full here on John Shaqi.
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