Geology -- Egypt; Nile River; Water-supply -- Egypt
To obtain information about the trough of the Nile, the area exposed to
evaporation and the area of absorption, a longitudinal section of the
Nile from Assuân to Cairo has been levelled, and cross sections taken at
every 3 kilometres. The kilometrage on Plate XII counts from the Assuân
gauge and is measured down the centre of discharge of the flood, since
it is with flood discharges that we are principally dealing. As the Nile
winds about considerably and is often broken into numerous channels, the
areas of the cross sections vary very appreciably according as they are
taken at right angles to the centre line of discharge or of the deep
channel of the river. The former gives the more reliable results. I have
taken 8 millimetres per day as the evaporation during flood in Upper
Egypt. The absorption has been calculated from the water consumption
during the floods of 1892 and 1893, and found to be about 300 cubic
metres per second between Assuân and Assiout, where there is practically
no perennial irrigation. Between Assiout and Cairo, where there is a
considerable length of perennial irrigation on one bank and limestone
rock on the other, the absorption is about 100 cubic metres per second.
When perennial irrigation has once established itself in Upper Egypt, we
may assume that the absorption during flood will be halved in quantity
for the reasons given above, and become 150 cubic metres per second
between Assuân and Assiout, and 50 cubic metres per second between
Assiout and Cairo. The amount of water expended in irrigation will be
about 700 cubic metres per second. The evaporation during flood will be
approximately 120 cubic metres per second. The quantity of water needed
to fill the trough of the Nile will depend on the gauges and may be
calculated from table 43 of Appendix K. The last item will be the only
variable one and the others may be approximately tabulated as follows:--
_Expenditure of water in flood in cubic metres per second_:
BETWEEN ASSUÂN BETWEEN ASSIOUT TOTAL
AND ASSIOUT. AND CAIRO.
Perennial irrigation 350 350 700
Evaporation 65 55 120
Absorption 150 50 200
--- --- ----
Total of above 565 455 1020
=== === ====
Taking these quantities and calculating directly for the filling of the
trough from the gauges themselves, I have collected in Tables 50 to 52,
the Cairo gauges corresponding to the Assuân gauges for the high years
1874 and 1878 and the minimum year 1877. As far as the more important
results are concerned, I tabulate them here:--
=Gauges at Assuân and Cairo.=
Public-domain text, read in full here on John Shaqi.
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