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The natural water resources of the Orange River are estimated to be in the order
of 12 000 million m3/a and Table 1 provides an indication of
the distribution of the water resources within the basin.
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Description |
Catchment Area (km2)
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Natural run-off (million m3/a)
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1. Vaal River basin |
196 290 |
4300 |
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2. Senqu/Orange to SA/Lesotho border |
24 680
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4 010
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3. Caledon River basin to Welbedacht Dam |
15 270 |
1 240
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4. Remainder of Orange River upstream of Orange/Vaal confluence |
~59 400* |
1 300
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5. Remainder of lower Orange basin excluding Fish River basin |
~670 000+ |
420 |
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6.Fish River basin |
76 000
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480
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Total |
~1 000 000
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11 750
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*Based on 1994 Water Research Commission Reports. (WRC, 1994)
+Estimate including pan and other non-contributing areas
The run-off figures given in Table 1 relate to natural conditions and
represent the flows which would occur if there were no developments in the
basin. Obviously major developments have taken place, particularly in the
Vaal and
upper Orange catchments and as
a result of these developments, the flow reaching the Orange River mouth is now
estimated to be less that 50 % of the natural flow i.e. ~6 000 million m3/a.
To highlight the current situation and the variability of the flow that can be
expected in the Orange River, the average flows reaching the river mouth between
1976 and 1987 can be considered.
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The average annual flow reaching the river mouth for the 12 year period between
1976 and 1987 is estimated to be ~5 700 million m3.
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The flow reaching the river mouth during the wettest year which includes the
major flood of February 1988 was estimated to be ~26 000 million m3.
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The average annual flow for the two driest years on record was estimated to be
only ~1 100 million m3. It is interesting to note that during this
period there was no inflow from the Vaal River and very little flow from the
Fish.
Another interesting point to be considered when dealing with the natural and
developed flows in the Orange River basin concerns the contribution from the
area downstream of the Orange/Vaal confluence (i.e. item 5 in Table 1).
Although this portion of the basin has a very large surface area, it contributes
very little to the total run-off. The run-off estimate of ~420 million m3/a
given in the table is in fact misleading since in reality the area often makes
no contribution to flow in the Orange River. In normal years there is a net
loss of water between Vanderkloof Dam and the river mouth. This is due
mainly to high evaporation from the river surface which is estimated to be in
the same order of magnitude as the natural inflows from areas 5 and 6.
It is only during infrequent and extreme rainfall events that the
lower Orange catchment
(excluding the Fish) makes a noticeable contribution to the Orange River. Such
events may occur at intervals of many years or even decades and during such
periods it is likely that the Orange River will already have above average or
flood flows. The average natural inflow of ~420 million m3/a is
therefore of limited use since it occurs sporadically in large volumes when it
is least required and cannot be stored since there are no storage reservoirs
downstream of the Orange/Vaal confluence. The losses on the other hand occur
each year assuming that there is flow in the river (which is generally the case)
and therefore have a very significant and detrimental influence on overall water
resources.
When describing the water resources of the Orange River it should be noted that
the sum of the individual natural run-offs does not necessarily give the total
run-off for the whole basin. In reality, the natural run-off at the Orange/Vaal
confluence is estimated to be in the order of 10 850 million m3/a as
given in Table 1 (items 1, 2, 3 and 4). The natural
resources to the river mouth, however, should rather be quoted as
approximately 11 000 million m3/a and not 11 750 million m3/a
since the evaporation losses downstream of the Orange/Vaal confluence tend to
exceed the combined natural inflows from areas 5 and 6 in the long-term.
In the short-term, the situation may appear worse since the natural inflows are
likely to be insignificant while the losses will remain high. The confusion
arises since the losses are linked more to the flow originating upstream rather
than downstream of the Orange/Vaal confluence.
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