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Environmental and Social Impact Assessment - Gibe III

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<strong>Gibe</strong> <strong>III</strong> – <strong>Environmental</strong> <strong>and</strong> <strong>Social</strong> <strong>Impact</strong> <strong>Assessment</strong> 300 ENV R CS 002 C - A9003099<br />

colour. They generally come from the alteration of the basaltic basement <strong>and</strong> are found on the hills <strong>and</strong><br />

ridges. They are deep s<strong>and</strong>y-clay-loam soils, quite draining, but they have a tendency to erosion.<br />

The second ones are faintly stratified, dark reddish brown soils (named Eutric Cambisols according to the<br />

FAO classification). Found in the valleys, these s<strong>and</strong>y-clay soils are composed of colluviums taken on the<br />

near slopes.<br />

The third group of soils that can be found in the area are dark brownish black soils (that belong to the Pellic<br />

Vertisols according to the FAO classification). These clay predominantly soils are generated by the alteration<br />

of tuffs <strong>and</strong> fine ashes deposits.<br />

The main characteristics of this different soil types are summarized in the following Table 5.7.<br />

Table 5.7: Description, according to FAO classification, of the soils identified in the reservoir area<br />

Soil type (FAO classification) Description of soil characteristics<br />

Soils having an argillic B horizon with a clay distribution where the percentage<br />

of clay does not decrease from its maximum amount by as much as 20 percent<br />

Eutric Nitosols<br />

within 150 cm of the surface; lacking plinthite within 125 cm of the surface;<br />

lacking vertic <strong>and</strong> ferric properties<br />

Ortic Luvisols Other soils having an argillic B horizon<br />

Soils having a strong brown to red B horizon (rubbed soil has a hue of 7.5YR<br />

Chromic Luvisols<br />

<strong>and</strong> a chroma of more than 4, or a hue redder than 7.5YR)<br />

Soils having an argillic B horizon; with a base saturation which is less than 50<br />

Orthic Acrisols<br />

percent (by NH4OAc) in at least some part of the B horizon within 125 cm of<br />

the surface<br />

Soils having a cambic B horizon or an umbric A horizon which is more than 25<br />

Eutric Cambisols<br />

cm thick<br />

Soils which, after the upper 20 cm are mixed, have 30 percent or more clay in<br />

all horizons to at least 50 cm from the surface; at some period in most years<br />

have cracks at least 1 cm wide at a depth of 50 cm, unless irrigated, <strong>and</strong> have<br />

one or more of the following characteristics: gilgai microrelief, intersecting<br />

Pellic Vertisols<br />

slickensides or wedge-shaped or parallelepiped structural aggregates at some<br />

depth between 25 <strong>and</strong> 100 cm from the surface. Pellic Vertisols have moist<br />

chromas of less than 1.5 dominant in the soil matrix throughout the upper 30<br />

cm.<br />

It is estimated that Vertisols comprise about 24% of all cropped highl<strong>and</strong> soils (Jutzi <strong>and</strong> Haque, 1985).<br />

Vertisols are potentially among the most productive soils of sub-Saharan Africa, but they are agriculturally<br />

underutilised within the traditional farming practices due to excess soil moisture from waterlogging during<br />

the heavy rains.<br />

5.1.7 Hydrology<br />

EPT 27 40 84 112 152 211 248 243 164 81 33 24 1426<br />

The hydrological elaborations which are reported hereafter are aimed at the study of the mean annual runoff<br />

<strong>and</strong> its monthly variability, <strong>and</strong> the extreme flood runoff, for the basins of the <strong>Gibe</strong>-Omo River with closing<br />

section located at Dam Site 5 as defined in the general plan [200 GEN D SP 007 A]:<br />

The first important aspect is the determination of the mean runoff which is a key issue for the evaluation of<br />

the productivity of the power plant.<br />

As no hydrometric station is located nearby the dam site, the estimation of the mean runoff is carried out<br />

with “indirect” methods which are based on the analysis both of runoff <strong>and</strong> rainfall time series. While a good<br />

CESI SpA - Mid-Day International Consulting Engineers Page 92

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