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سالا
514 proceeded with before the Consulting Engineers have presented their Report which it is hoped will be received about the end of the present year. (iv) The proposed "amended line of reclamation" shown
on the drawing is the farthest seaward line which, in my opinion, should be adopted. Whilst, during the flood tide and particularly during the period of the S. Monsoon, there will in all probability be some sea disturbance along the line from about points (Y) to (2), I consider if a wall is construc- ted on the line proposed, it will increase the speed of both the flood and ebb tides and thus help maintain the depths on Belcher Ridge and Penguin Shoal, if once dredged.
(v) This increased speed of tides will doubtless cause
some scour along the toe of the wall; hence the
reason for the suggested apron which should be
dumped at the toe of the rubble mound if you decide
to adopt this type of wall.
(vi) With this type of wall, to enable ships to deal
with cargo direct, it would be necessary to
construct piers at right angles to the wall or
wharfs parallel with the wall. In the former case
vessels will be lying athwart the tide which might
make full use of the piers impracticable; moreover the pier would act as groynes.
In the latter case, I submit it would be more
economical to construct a quay wall of sloping
blockwork construction,
(vii) I incline to agree with Sir Maurice Fitzmaurice
that this area should be more seriously considered
with relation to the harbour itself than with the
idea of making building land. In this connection, I beg to remind you that the facilities provided
for the dealing with cargo on the island are very
limited