Engineering Wonders of the World
Volume I
År: 1945
Serie: Engineering Wonders of the World
Sider: 448
UDK: 600 Eng -gl.
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THE NILE DAMS AND THE ASSOUAN RESERVOIR 391
foundations of the Delta Barrage, which had
to be based on the settled silt of the river.
Making
Foundations.
During low Nile a trench 111
feet wide and 10 feet deep was
excavated as far as possible in
the dry. Sheet piling was afterwards driven
along each side of the trench, and the exca-
vation carried down through the water to a
uniform level of 16 feet above sea-level. On
a bed so prepared the main floor of concrete,
10 feet thick, was deposited, also through the
water. In the founding of the piers a wooden
coffer-dam was employed. This, large enough
to the Egyptian Government on this question,
that the summer discharge of the Nile—which
might fall as low as 16 million tons per day
—would have to be supplemented as follows :
To irrigate perennially all the cultivable land
in Lower Egypt an additional amount of water,
averaging 12| million tons per day for 120
days, would be required from the beginning
of April to the end of July ; and to irrigate,
perennially, all the cultivable land in Middle
Egypt, additional water, averaging 14 million
tons per day for 150 days, would be needed
from the beginning of March to the end of
Fig. 6.—PLAN OF THE SITE OF THE ASSOUAN DAM.
Showing Channels, Sudds, and Islands at low Nile.
to enclose five piers, was planted on the con-
crete floor and emptied. A skin of masonry
was laid over the concrete, and on this stone-
work the five piers were raised above water
level. Then the coffer-dam was moved on,
and the same process was repeated in the
building of five more piers.
The task of rendering the Delta Barrage
effective, so that the whole of th© summer
supply could be used, having been accom-
plished, the old problem, how to supplement
the water supply in order to meet the agri-
cultural necessities of both Upper and Lower
Egypt, again forced itself on the attention of
the irrigation engineer.
It was estimated, in the reports presented
July. Roundly, this meant the accumulation
during flood time, and the storage, of 4,000
million tons.
Of the many schemes put forward to meet
the situation, none was quite equal to dealing
with so vast a body of water.
But eventually there issued Assouan
that of the Assouan Reser-
voir, capable of storing 2,500 million tons of
water, and this received the approval of the
chief authorities concerned.
One grave objection against this project
existed—it would submerge for five months in
the year (January to Juno) the beautiful island
temple at Philæ. After much serious consid-
eration it was determined to lower th© water