KARIBA
DAM WALL : . .
. .. Built between 1955/1959
TYPE :............. .. ..... . .
. . Double curvature Concrete Arch
HEIGHT ::........ . ... ...... . . 128 metres
CREST :...... .... . ......... .
. . Length : 617 metres
WIDTH : :......... ........... .
. . 13 metres. 24 metres at base
________________________________________________________________________
VOLUME
OF CONCRETE : 1 032 000 cubic metres
SPILLWAY ::..................... 6 flood gates : 9.0 metres x 8.8 metres
: :...................... :............... Flow
through 1 gate at maximum retention level
: :......................:............... 1574
cubic metres per second = 136 000 000 000 lts/day
STILLING POOL Depth : . . 78 Metres (maximum)
Volume ::..................... . . 335 000 cubic metres
COST
::....... .
. .... .. ..... . . Quoted at £ 80
million .....Eventually cost £ 122 million
:.............
. .
. . ...... ..
..... . . 86 workers killed on site
:.............
. .
. . .... . ..
..... . . Designed by Andre Coyne
:.............
. .
. . ...... ..
..... . . Built by Impresit (Italy)
POWER
STATIONS :: .
. .... Turbo Generators South Bank :
6 x 111 megawatts
: :............. .. ..... . . . . . . . Total 666 meg.
:.............
.. ..... . .
. . . . . . North Bank : 4 x 150 megawatts
: :......... .... .. ..... . .
. . . . . Total 600 meg.
KARIBA DAM
RESERVOIR Length : 280 km
. . .
. . . . . .
. . . . . .
. . . .
. . Width : Widest : 32 km
.
. . . . . .
. . . . . .
. . . . . .
. . Average : 18 km
MAXIMUM
RETENTION LEVEL : . 487.8 metres (above mean sea
level)
MINIMUM OPERATING LEVEL :. . 474.8 metres
(above mean sea level)
SURFACE AREA AT M.O.L :. . . . 5,580 sq km. (same size as Wales!)
:
This
would be enough water to supply Greater London for 300 years!
MEAN ANNUAL
EVAPORATION : 1.56 m. This drop will expose 236.25 sq. km. of land
AVERAGE
DEPTH : . . . .
. . 20 metres
DEEPEST : .
. . . . .
. . . . .
. . 120 metres
SHORELINE : .
. . . . . .
. .
. . 2,000 kms
.