CHINBE is still open to coastal ships, but the ex
terior bank shows depths of only - 5 feet. It is very unstable,
subjected to coastal alluvial silting and is connected to the Zatn- ••
bezi by the CHINBE River, which is very narrow and sinuous.
Although historical evidence proves that the CUAMA
bar was sought by all boats, it has not been used for a long time.
However, it appears to be the most suitable one for the intended
purpose.
For the above reasons, work has been concentrated
mainly in this CUAMA bar, thus taking advantage of the Zambezi’s
strongest arm.
This solution seemingly counters the orthodox tech-
nique$ however such a choice agrees with more recent examples, the
outstanding one of which being the openning to navigation of the
main arm of the Orinoco River, in Venezuela, in replacement of the
Macar^o secondary arm, now abandoned.
2.3 - Usefulness of the controlled mosaic at l/lO.OOO
The fluvial course of the Zambezi-, from Cabora-Bas-
sa down to Lupata, had already been mapped at 1/10,000, by ARTOP.
In the remaining fluvial and fluvio-maritime courses the existing
»Kail scale maps - 1/50.000 - could not be used as a basis for the
detailed studies which had to be male. Amongst these, the transver
se profiles of the river, every 250 meters, deserve to be mentioned.
Various means of transportation, such as helicopters, boats and
light planes, are being used for the soundings and other observations
on the river bed and ofshore bars.
The M.F, P.Z, intended firstly to have this zone also
mapped at l/l0.000, This aerial survey was, however, needed much .
earlier than foreseen. On the other hand, the cost and time requi
red for its completion, with special emphasis on the field work,
forced the M.F.P.Z, to seek a different solution. Thus, the "MIS-
SAO BE FOTOGRAMETRIA AEREA BE MOQAMBIQUE"-merged with the "SERVigOS
GECGRAFICOS E CABASTRAIS" in 1962 - was approached on the possibility
of executing urgently a controlled mosaic on a scale of l/l0,000, co
vering the whole zone. Regarding the location and implantation of
the profiles, the advantages of a good and up to date controlled mo
saic, at l/lO,000 ? as compared with a map on the same scale, are quite
obvious since, even in wild areas, it is always possible to pin point
ground details. It must be mentioned, however, that in some areas,
mainly in the delta, the annual floods may appreciably change some of