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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 />

UNWEATHERED TRACHYTE (lower layer)<br />

The lower part (unweathered) of the trachyte body is less altered, or unaltered, as it is constituted by a sub<br />

intrusive body <strong>and</strong> is basically not interested by the fracturation <strong>and</strong>/or alteration phenomena. It is generally<br />

dark <strong>and</strong> hard <strong>and</strong> difficult to access for the atmospheric agents. The plutonic evolution typical of the<br />

magmatic room has produced dark, compact <strong>and</strong> resistant phases. Some few meter thick brecciate “zones”<br />

are met at various depths. It has not yet possible to adequately assess, basing on the available investigations,<br />

their correlation. Decomposed trachyte levels are met at various depths. These are composed by a few meter<br />

thick s<strong>and</strong> clay materials. The most important level is located from el. 680 to 650 m a.s.l.. The tallest level<br />

could interfere with the upstream toe of the dam (see boreholes B1, A3a, C1, A2, A1). The thickness of this<br />

level decreases moving downstream nearly disappearing in the dam axis area. The characteristics of these<br />

levels are probably related to the hydrothermal alteration. For long periods, the stabilized ground water table<br />

has deteriorated the rock by effect of the heat <strong>and</strong> chemism of the water. The river has eroded the upper<br />

softer layer of the weathered trachyte <strong>and</strong>, as of consequence, the riverbed conform with the contact between<br />

the lower harder unweathered layer grey trachyte.<br />

SLIGHTLY WEATHERED TRACHYTE (upper layer)<br />

This zone corresponds to the superficial <strong>and</strong> effusive part of the magmatic body. It shows sub-vertical<br />

cooling joints that have supported the development of the alteration <strong>and</strong> the oxidation like concentric b<strong>and</strong>s.<br />

In the marginal areas along the scarps of the river Omo, or along the Tsida stream, the superficial flow is<br />

subject to the tilting phenomenon, while the phenomenon of oxidation is accentuated <strong>and</strong> the joints result<br />

open <strong>and</strong> often filled by plastic material. The passage from the inferior limit to the unweathered trachyte,<br />

almost always abrupt, especially when the superior layer is thin, shows somewhere the evidence of the<br />

“caterpillar track” phenomena together with the presence of breccia.<br />

BASALT / TRACHYTE CONTACT<br />

The contact is discordant. The basalt is constituted by subsequent flows <strong>and</strong> shows a columnar structure. It<br />

fills the very uneven structure of the Paleo-morphology constituted by the underlying trachyte. The contact<br />

surface in the depression zones is characterised by oxidized levels with the presence of paleosoil <strong>and</strong> also<br />

important levels of conglomerates (ancient alluvium) as in the borehole C5. The trachyte appears altered <strong>and</strong><br />

oxidized (bordeaux colour). In the high contact zones (borehole A9, E5, etc.) the contact can be abrupt, as if<br />

an erosion surface. It may also be intercalated with a 7-8 meter level of pyroclastic rocks characterised by<br />

ignimbrite outcropping (RB <strong>and</strong> LB) or, as in the borehole A6, by pyroclastic s<strong>and</strong>s.<br />

COLUMNAR BASALT<br />

Above the trachyte plug there is the columnar aphanitic basalts (Bac) involved in tertiary tectonic<br />

movements.<br />

COLUMNAR BASALT WITH TRACHYTE HABITUS (i.e. not involved in tertiary tectonic<br />

movements)<br />

There is a subsequent volcanic episode constituted by two or more 18-17m. thick horizontal trachytic<br />

columnar basalts is not involved in the tertiary movements. Two lenticular few meter thick intercalations of<br />

CESI SpA - Mid-Day International Consulting Engineers Page 84

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