Thus, at the Suez extremity, it will be sufficient to establish two jetties, forming the entrance channel from the Red Sea, and to prolong them sufficiently far into the roadstead to reach the required depth of water, in order that vessels entering may have a draught of 7 m., 50 to 8 met. at low water. The eastern jetty must be 150 met. longer than the western for the reasons we have just given.

At Pelusium, the two jetties, in order to reach the depth of 7 m., 50 to 8 met. must be at least 6000 met. in length; but if it should be feared that the channel thus formed would not be sufficiently safe for the approach of vessels, and in order to meet objections, the real value of which have yet to be tested, we have projected a sheltered roadstead in front of these jetties by means of a grand mole from 450 to 500 met. in length, placed in such a manner as to afford shelter to vessels in bad weather, and to enable them to enter the channel at their convenience.

At all events no one can doubt that the Canal would be really and practically navigable for all vessels willing to avail themselves of the passage. But it will be asked whether jetties extending 6000 met. into the sea do not present great difficulties; whether a trench of 65 met. in width, dug 16 m., 50 deep, a part of which is under water, is not an impossibility; and whether, supposing the engineering difficulties to be surmounted, the results obtained would be in proportion to the expenses incurred. Doubts have also been started on the navigation of the Red Sea; finally, several authors have put the question, without however solving it, whether, even if the Canal were once established, commerce would not prefer the old way by the Cape as the safest and most advantageous.

These questions we are about to examine: these doubts we shall endeavour to clear up.

The Gulf of Pelusium is said to be constantly filled with sand or mud brought down by the Damietta branch of the Nile, and it is objected that the advanced works to be established on that part of the shore would only have the effect of increasing the accumulations. We admit that this portion of the Egyptian shore has been formed by maritime alluvium brought by the ground swell, as we have already proved at the commencement of our memorial. We also admit, that the object of the dykes forming the entrance channel to the Canal, would be to stop the sand thus brought by the waves, and to accumulate it against the dyke opposed to the prevailing wind, namely, against the western dyke.

But most of the ports already in existence are open to the same objections; and if they were sufficient to prevent the construction of a port, we may safely say that very few of those we are at present acquainted with would ever have been formed.

According to our idea the essential question is, to know whether, when once the port is established, it can be maintained without too great an expense.

Now it appears, that for many ages the sands have ceased to extend the Pelusiac shore, as is manifest from the well ascertained position of Pelusium, the ruins of which still remain. Strabo, in his Itinerary, says that Pelusium is situated at the distance of twenty stadia from the sea. The French engineers of the expedition have verified this distance, by measuring 1600 toises, or 3000 met. from its remains to the shore.

In 1847, the distance between these two points had not varied, as it is marked on the plan with the figure 3000 met., and at the present day it is still the same.