RETAINING BASIN.—The semicircular dyke forming the
retaining basin will have a developement of 6200 _met._
and the contents will be 890,000 _met. cub._ its cost
will therefore be 13,500,000
The shingling on the banks of the canal for a length of
100 _kil._ is estimated at 1,500,000
QUAY WALLS OF PORT TIMSAH.—The quay walls to be constructed
in the harbour of Lake Timsah, for a length of 1500
_met._ are estimated at 1200 _fr._ the running _metre_
(though we have constructed some entirely of hewn stone,
which only cost 850 _fr._); the cost of this item will
therefore be 1,800,000
In order to ascertain in a general manner whether the
figures which we exhibit are in conformity with the data
resulting from experience, we have examined the costs of
analogous works, that we might compare them with those
which we have determined.
The dyke of Cherbourg, which is 3800 _met._ long, has
cost 68,000,000, after all the vicissitudes it has
undergone from the beginning of the century. It comes
therefore to about 17,900 _fr._ per running _metre_.
Its depth is 18 _met._, 80 below high water, while the
average depth of those projected is only 4 _met._ Now if
we assume, as is evidently correct, that the bulk, and
consequently the cost of each, are as the square of its
height, we find that as the dyke of Cherbourg cost 17,900
_fr._ the running _metre_, those of Suez should cost
twenty-two times less, that is 815 _fr._ yet they come to
1790 _fr._ the running _metre_.
The jetties of the harbour of Joliette at Marseilles,
allowance made for all expenses, come to 5500 _fr._ the
running _metre_. Their foundations are 11 _met._, 50
below low water. Those of Pelusium ought, therefore, to
cost nine times less, that is 615 _fr._
The mole of the harbour of Valencia, which is 560 _met._
long, and the foundation 8 _metres_, 50, deep, was
awarded for a sum of 3,000,000 _fr._: according to this
price the defensive mole of Pelusium should cost less
than that sum, while we have estimated it at 3,750,000
_fr._
The mole of the harbour of Cannes, which is only 150
_met._ long, has been estimated at 1,300,000 _fr._, which
is 8666 _fr._ per running metre, but it goes to depths
of water that reach 10 _met._: its cost is therefore,
at least six times more considerable than that of the
jetties of Suez; yet our estimate is more than the fifth
of that figure.
We may therefore say that our estimates are in excess
as regards the works of Suez, and very much more so for
those of Pelusium, since, in proportion, our figures
exceed even those of works executed under the most
unfavourable conditions.
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