The Blocking of ZeebruggeCarpenter, Alfred Francis Blakeney
History
The Blocking of Zeebrugge
Carpenter, Alfred Francis Blakeney
World War, 1914-1918 -- Naval operations, British; Zeebrugge-Ostend Raids, 1918
The construction of the Mole was a colossal task. There are no similar
works of such magnitude in Great Britain or the United States. When
lecturing in the latter country I always made a point of emphasising
that fact to our American cousins; their unfailing humour never failed
to appreciate this little friendly "dig."
The total length of the Mole was over one and a half miles. For
purposes of description it may be divided into four portions.
Commencing at the shoreward end, the first portion of the Mole took the
form of a stone railway pier built into the sea for a distance of two
hundred and fifty yards. This pier was connected to the second
portion, which consisted of an iron-piled railway viaduct three hundred
and thirty yards in length. This, in turn, was connected to the third
portion, which formed the Mole proper. The latter was built of
concrete blocks on its seaward and shore sides, the central part being
filled with gravel and paved with granite. The width of this portion
of the Mole was no less than eighty-one yards, and its length about
eighteen hundred and seventy-five, or rather over a land mile. At its
northeastern end, the fourth portion consisted of an extension piece,
two hundred and sixty yards long and fifteen feet broad, with a
lighthouse at its eastern extremity.
If the Mole had been constructed solid throughout its entire length,
the task of keeping the channel, leading to the canal entrance, or the
roadstead, at a convenient depth would have been impossible owing to
silt.
Silt may be defined as the movement of sand or mud, according to the
nature of the sea bottom in the {24} locality, due to current. The
bottom of the sea in this locality was sand. The current off the
Flanders coast is caused by tide--it is usually spoken of as tidal
stream. Tidal streams reverse their direction of movement about every
six hours. Now the movement of sand caused by a tidal stream tends to
deposit that sand in or against any irregularity with which it meets,
whether the latter is a groove on the sea bed or an obstacle such as a
wreck. This deposit first takes place from one direction, and then,
when the tidal stream reverses, from the opposite direction. It will
therefore be seen that, where a channel is artificially cut on the
floor of the sea, silt will continually tend to fill that channel again
until the bottom is level once more. And a ship which grounds in a
locality affected by silt will have sand deposited against her sides
much to the detriment of salvage operations. These facts are well
enough known to seamen and have an important bearing on this narrative.
[Sidenote: Concerning Silt]
Public-domain text, read in full here on John Shaqi.
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