Abstract:
ater resources development and utilization is usually not integrated with
Ethiopia's overall socio-economic development objectives. In the above
regard , one of the actions included in the strategy encourages to undertake
assessment and development of the country's surface water resources by,
among others, making inventory of the available surface water in the country
both in quantity and quality and applying suitable methodologies to assess
the available surface water both in time and space.
As integrated development of water resources begin with an inventory of
available surface water, this paper in particular is focusing on the
investigation of availability of water for irrigation by implementing modern
tools like the Geographic Information System (GIS) and Watershed Modeling
Software (HEC-HMS) considering the Hare river watershed as representative
of the study.
The watershed area of Hare River is situated in the southern region of
Ethiopia (SNNP) . It is wi th a size of 162 Km
2
lies northeasterly from the Kulfo
river basin and is located between 6°03' N and 6°18' N latitude and 37°27'E
and 37°37'E longitude. Four sub-basins (namely upper Harrere, Lower
Harrere, Gina and Lower Hare) were identified for these study based on the
threshold of their contribution to flow. The flow which will be generated from
these sub-basins will be one set of decision parameter weather the area at
the outlets of the sub-basins can benefit from the use of irrigation.
From the result of the analysis of suitable irrigable land , Lower Hare sub
basin contributes to most of the irrigable land (about 63% of sub-basin extent)
followed by the Gina sub-basin (about 47% of sub-basin extent). The
combined lower and upper Har(o/e sub-basins contribute much less (about
43% of combined sub-basin extent) as compared to the separate land
contributed by the other two sub-basins . Moreover, the soil dominating these
sub-basins is clay in texture and due to being mountainous it is constantly
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subjected to erosion. As a result of this irrigation demand assessment
focuses primarily on crops cultivated on the Gina and Lower Hare Sub
basins.
From the farmers experience adapted in the two selected sub basins crops
cultivated in the Gina sub basin include maize, wheat, sweet potato and
beans and crops cultivated in the lower Hare sub basin include maize (II),
cotton, sweet potato, peas, cabbage and banana . These crops were taken as
representative crops for assessment of irrigation water need.
Assisted by the CROPWAT software, the requirements of the different crops
in the respective sub-basins were made. It was observed that the Gina sub
basin doesn't require any sort of diversion from the Gina River as the natural
rainfall is sufficient to fulfill the crop water requirement while the scenario is
quite the opposite for the lower Hare sub-basin.
The runoff from Gina, Lower Hare and Upper/Lower Ha&.e was generated
using the HEC-HMS package. The runoff generated from the upper two sub
basins (i.e. Gina and Harrere) was routed through to the outlets at Lower
Hare. It was observed that much of the contribution of the runoff at the lower
Hare area comes from the Gina sub-basin.
Finally, a comparison was made between the water supply from the main
river and the irrigation water demand with in the adopted frame of refe
for the Lower Hare sub basin where water stress is obvious. There was a
deficit zone observed in the period of analysis. This deficit zone during the
critical crop growth stage represents 55% of the total time of analysis which
means that for more than half of the crop duration, the crops are subjected to
water stress. This result was helpful to conclude that this shortage needs to
be compensated by means of irrigation applications. Also with in the year
though twice harvesting was possible, there are moments observed where
water stress exists and need to be compensated if desired crop production
level is not meant to reduce.