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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 />

List of Tables<br />

Table 0.1: Summary of Project <strong>Impact</strong> on Household Assets by Wereda <strong>and</strong> Project Component .......... 18<br />

Table 0.2: Summary of estimated environmental mitigation, monitoring <strong>and</strong> training costs.................... 27<br />

Table 3.1: Geometrical characteristics of the diversion tunnels................................................................ 53<br />

Table 3.2: Spillway chute hydraulic analysis ............................................................................................ 57<br />

Table 3.3: Middle Level Outlet – Hydraulic calculations main result....................................................... 58<br />

Table 4.1: Flow chart of the <strong>Environmental</strong> <strong>Impact</strong> <strong>Assessment</strong> of a project........................................... 71<br />

Table 4.2: Synthesis of Environment <strong>Impact</strong> Matrix................................................................................. 74<br />

Table 5.1: Maximum monthly temperatures (°C)...................................................................................... 76<br />

Table 5.2: Minimum monthly temperatures (°C) ...................................................................................... 76<br />

Table 5.3: Mean monthly temperatures (°C) ............................................................................................. 76<br />

Table 5.4: Mean monthly rainfall (mm) .................................................................................................... 77<br />

Table 5.5: Mean monthly ETP (mm)......................................................................................................... 77<br />

Table 5.6: Comparison between Mean monthly rainfall <strong>and</strong> ETP at dam site (mm) ................................ 77<br />

Table 5.7: Description, according to FAO classification, of the soils identified in the reservoir area...... 92<br />

Table 5.8: Physical data of the watersheds................................................................................................ 96<br />

Table 5.9: Rainfall stations of the NMSA <strong>and</strong> periods of observation...................................................... 99<br />

Table 5.10: Mean monthly <strong>and</strong> yearly rainfall for the all the considered gauging stations....................... 100<br />

Table 5.11: Runoff stations of the EWRA <strong>and</strong> periods of observation ..................................................... 102<br />

Table 5.12: Mean runoff estimated at dam site ......................................................................................... 106<br />

Table 5.13: Monthly variability of runoff at Dam Site 5 in m 3 /s............................................................... 107<br />

Table 5.14: Monthly variability of runoff at Dam Site 5 in Mm 3 .............................................................. 107<br />

Table 5.15: Total annual <strong>and</strong> mean monthly runoff at Dam Site 5 in Mm 3 .............................................. 107<br />

Table 5.16: Frequency Analysis – Growth Factors <strong>and</strong> Point Rainfall of <strong>Gibe</strong> <strong>III</strong> ................................... 109<br />

Table 5.17: Point PMP within the project area.......................................................................................... 110<br />

Table 5.18: <strong>Gibe</strong> <strong>III</strong> catchment – Areal Reduction Factors....................................................................... 111<br />

Table 5.19: <strong>Gibe</strong> <strong>III</strong> catchment – Weiss correction factors ....................................................................... 111<br />

Table 5.20: <strong>Gibe</strong> <strong>III</strong> Areal Rainfall Depths ............................................................................................... 112<br />

Table 5.21: <strong>Gibe</strong> <strong>III</strong> Basin – 360 hrs (15 days) Design Hyetographs........................................................ 114<br />

Table 5.22: <strong>Gibe</strong> <strong>III</strong> HMS model – CN values.......................................................................................... 114<br />

Table 5.23: <strong>Gibe</strong> <strong>III</strong> HMS model – Tlag values ........................................................................................ 115<br />

Table 5.24: <strong>Gibe</strong> <strong>III</strong> HMS Model – 10,000 yr Analysis Main Results...................................................... 116<br />

Table 5.25: <strong>Gibe</strong> <strong>III</strong> HMS Model – PMF Analysis Main Results ............................................................. 116<br />

Table 5.26: <strong>Gibe</strong> <strong>III</strong> Dam Site – Extreme Flood Hydrographs.................................................................. 117<br />

Table 5.27: Comparison with Other Hydrologic Studies .......................................................................... 119<br />

Table 5.28: Results of chemical analysis................................................................................................... 121<br />

Table 5.29: Comparison table between two different sampling campain (2004 <strong>and</strong> 2006) at the same place<br />

................................................................................................................................................ 122<br />

Table 5.30: L<strong>and</strong> Cover Distribution in the <strong>Gibe</strong> <strong>III</strong> Reservoir Area........................................................ 124<br />

Table 5.31: The species composition of Terraces <strong>III</strong> <strong>and</strong> IV .................................................................... 129<br />

Table 5.32: Riparian macro-invertebrates at the Omo bridge ................................................................... 130<br />

Table 5.33: Habitat integrity rating for the Omo dam site downstream.................................................... 131<br />

Table 5.34: Habitat integrity rating for the Omo bridge site ..................................................................... 132<br />

Table 5.35: Population of the Affected Weredas <strong>and</strong> Peasant Association (2006) ................................... 139<br />

Table 5.36: Ethnic Composition by Wereda in the Project Area............................................................... 140<br />

Table 5.37: Population of the Weredas by Type of Religion in Percentage.............................................. 140<br />

Table 5.38: Livestock Population of the Affected Weredas...................................................................... 145<br />

Table 5.39: Ten Top Diseases, 2004/05 .................................................................................................... 152<br />

Table 5.40: Health Coverage of the Affected Weredas............................................................................. 153<br />

Table 5.41: Health Institutions <strong>and</strong> Personnel in the Weredas.................................................................. 153<br />

Table 5.42: Water Supply Coverage of the Affected Weredas (in %) ...................................................... 154<br />

Table 5.43: NGOs working in the affected Wereda .................................................................................. 155<br />

CESI SpA - Mid-Day International Consulting Engineers Page vi

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