Agriculture Reference
In-Depth Information
Table 8.8 : Current surface water irrigation and potential expansion up to 2%
of catchment area
Surface Water Irrigation Technologies
Catchment
Irrigation
Technology
Current
Area
(Km 2 )
Potential
For
Expansion
Limiting Factor(s)
for Expansion
Additional
development
(quantity)
Projected
Area (Km 2 )
Small
Reservoirs
2.17
Low
Financial, Social and
environmental
66
9.37
Anayari
Small
Reservoirs
0.02
Low
Financial, Social and
environmental
53
5.50
Atankwidi
Small
Reservoirs
0.29
Low
Financial, Social and
environmental
none
0.29
Riverine
Water
0.40
Low
Excess water from
Vea Irrigation
scheme
Scale Factor
of 3
1.20
Yarigatanga
Large
Reservoir
1.45
unplanned
none
Figure 8.9: Impact of scenario 3a on streamflow; a) Atankwidi streamflow; b)
Yarigatanga
Figure 8.9 shows a reduction in streamflow due to the upscaling of irrigation
development according to Tables 8.7 and 8.8. From the model results, annual
streamflow drops of 7.5% and 8.5% are observed in the Yarigatanga and
Atankwidi catchments, respectively. Since base-flow in the study area is
negligible (Martin, 2006), the reduction in streamflow estimated by the
model is basically due to the upscaling of surface water irrigation. The
impact of groundwater on streamflow will be estimated using simple water
balance analyses (see next section).
 
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