Abstract:
The Ghiba river basin in Tigray regional state, North Ethiopia, has catchment
area of 5163km2,
the length of the main water course is 236.4km, with a total
fall of 2030m. The average annual rainfall over the basin is 665.5mm and
annual runoff volume of 1372milliom m3.
There are eleven storage sites and
9 cascades planned (identified) in the river based on various established
criteria: head, discharge (reservoir volume), geology, etc. The potential
storage sites are: (1) Suluh, (2) Genfel-1, (3) Genfel-2, (4) Genfel-3, (5)
Genfel-4, (6) Genfel-5, (7) Agulae, (8) Meskila-1, (9) Meskila-2, (10) Meskila-
3 and (11) Ghiba. All the cascades are located on the main rivers
downstream of all the storage sites with the first cascade being a dam
scheme. The objective of this study is to estimate hydropower potential at
each site of interest as well as the whole basin, and to select an optional site
based on the average power out put (Pm) at site that could reach selected
demand centres.
Hydropower development potential of the Ghiba basin is estimated.
Hydrologic study was carried out, using existing discharge data recorded at
the gauging stations available for the basin, and rainfall gauging stations in
or nearby the basin. Due to significant missing data in rainfall and runoff, as
well as poor matching of recorded periods, eleven years of monthly rainfall
and concurrent runoff data was used. The missing records in rainfall data Hydropower Development Potential and Optimum Option In Ghiba River Basin
v
The water resources potential, at the ungauged sites (hydro sites) have been
estimated by applying the relationships developed at gauge sites.
To estimate the energy potential of the hydropower sites two analytical
techniques were used The Flow Duration Curve (FDC) method and the
Sequential Stream Flow Routing (SSR) method. Therefore, the total annual
energy potential from FDC is170.27GWh and from the SSR analysis is
597 .179GWh. In addition, 822GWh of energy could be harnessed from the
cascading systems.
All the hydro sites are assumed to be connected to two near by grid centers
at Wukro and Mekelle. Selection of an optimal site was done by ranking site:
(1) based on limited criteria, topography, hydrology and proximity to load
centers, (2) based on the power out puts reached the demand centers. Thus,
the site with the highest rank would be the optimal site.
This study thus concludes that, the total hydro-energy that could be
harnessed from the whole basin is about 1419 GWh/ year and the optimal
site, which should be implemented first, is the Ghiba storage hydro site.