MINISTRY OF WATER RESOURCES
BARO-AKOBO RIVER BASIN INTEGRATED DEVELOPMENT MASTER PLAN PROJECT
DRAFT
INCEPTION REPORT
VOLUME 3
TAMS
New York
I LG CONSULTANTS LTD
Warwick, U.KTAMS-U LG
BARO'AKOBO RIVER BASIN INTEGRATED DEVELOPMENT MASTERPLAN PROJECT
P.O Sox 3930 ADDIS ABABA ETHIOPIA
1
____              TEL (251) 1 15-93-24 . 15-94-64. FAX (251) 1 6 -32-79
December 6, 1995
A to Solomon Kassahun
Baro Akobo Master Plan
Project Manager
Dear Sir,
BARO-AKOBO RIIER BASIN INTEGRATED DEVELOPMENT
MASTER PLAN INCEPTION REPORT
We have pleasure in submitting the Inception Report for the above project. The report is in three volumes as follows:-
Volume I
:
Volume 2 
r
Main Report
Review or Previous Reports on Resources Development
Volume 3 
:
Data Volume
Volume I is essentially  a self sustained  volume since it contains an  overview of the previous study findings. More details of this review are given in volume 2. Volume 3 is devoted to data on  water resources,  socio  economics and  water resources projects that was too  voluminous to include in Volume 2.
It will be noted in section 5 of Volume ] that we are recommending additional data collection early in the phase 11 studies. We await your reaction to this proposal but meanwhile in section 6  of Volume I we have included  two  scenarios for phase II activities,  one assuming  that the additional data collection  is agreed  and  the other assuming  no  additional data collection  is undertaken to that presently defined in the scope of services.
We look forward in receiving your comments in due course so that we can finalise the Inception Report,
TAMS-ULG
Project Manager
TAMS Consultants, Inc.
The TAMS Building 665 Third Avenue New York. NY 10017CONTENT
VOLUME 1: MAIN REPORT
1.         INTRODUCTION ............ ........................................................................................             1-1
1.1       Background.................................................................................. ......... 
1-1
1.2       Project Area.................... ................................ .........................................  1-1
2.          OVERVIEW OF PREVIOUS STUDIES..................................................................  2-2
2.1       The Russian Study ( Selkhozpromexport, 1990).................................................  2-9
2.2        The EVDSA Reconaissancc Study Report* (1990).......................................... ..  2-9
2.3       The EVDAS Socio-Economics Report, (1993).................,................................... 2-9
2.4        ARDCO-GEOSERV Study, (1995)............................................................ .. 2-9
3.          POLICY REVIEW AND STRATEGY FORMULATION..........................................  3-1
3.1        Introduction .... ................................,................................................................ 3-1
3.2        Strategy Formulation................... .............. ..,.................................................... 3-2
33       W ater Resources Planning..................................... ............................................. 3*3
3.4        Principles for Natural Resources Planning........................ . ............................ 3-1
3.5        Indicative Master Plan ...______ _________ _____ ____ _____________...           3-5
4.         PHASE II METHODOLOGY..................................................................................... 4-1
4.1        Introduction................................. ... ... ............. -.......... .. . . ......................... ..             4-1
4.2       Natural Resources and Agriculture......................................................... .. 4-1
43 Water Resourscs..................................................................... .................................. 4-4
4 4 Socio-Economics............... . ................................ * 
r
.............................................. 4-27
4.5         Environment................. .................. . +.......................................................... 4-32
5.         RECOMMENDATIONS FOR DATA COLLECTION AND PROCESSING....                5-1
5.1        Data Collections and Processing Needs........ ................ . ............................ . ...        5-1
5 2 Additional Field Data Collection..............................................................................        5-1
53 Collection and Processing of Hydrological Data... * .................. ........................................  5-3
5.4 Long Term Data Collections Program........................ .. ...............................................  5-3
5.4 Phase II Data Collections Program.............................................................. ........             5-4
6.          TASKS AND MANPOWER PLANNING FOR PHASE H............... ...............................     6-1
6.1       Shcdule of Tasks, ........................... .................................................................. .. 6-1
6.2       Schedule of Staff.............................................................................................. 6-2
BIBLIOGRAPHY
VOLUME II: REVIEW OF PREVIOUS REPORTS ON RESOURCES DEVELOPMENT
I.         NATURAL RESOURCES.................................................................................................... 1-1
LI Introduction.....................................................................................................................  1-1
TAMS-ULG      B ARD-AK0UO RIVER BASIN INTEGRATED DEVELOPMENT MASTER PLANAlCONTENT
1.2        Geology and Minerals. - - ..... ................................. ............. ............. -............ ...........  l-l
1.3        Soils ............................................................................. .............................................
L4 Land Use, Land Evaluation and Land Use Planning............................................................L-J6
1.5        Forests .................................................. ...,.♦♦**>♦................................................... I -29
1.6        Wild Life.................*.. ....................................— ............. ..............................*<• 1 -32
1.7       Tourism...................... ............... * —........................................ .. ............. *.............. I -38
18 Fisheries................... ♦........................... ♦ —........... *..........................................  I"40
1.9        Apiculture........... ♦...................... *................ * *...................................... *.............* I"44
1.10      Mining................................... ............................................................. -
1-46
1.11      Energy Resources Survey.,.......................................................................................... 1-47
2.          AGRICULTURE......................................................................................................................  2"1
2.1 
Introduction................... ............. + - ■  ................................... 2-1
T
2.2 
Crops Production.,. ♦...................... -............ *.........................................................  2-1
2.3 
Livestock --- - ------ ---------- -------- - -------*---------- ............................. --------  2-14
3.          WATER RESOURCES........................................................................................................  3-1
3.1        Climatology and Hydrology-................ .......................................................................  3-1
3.2        Groundwater Resources.............................................................................................      3-6
3.3        Flood Protection Projects..............................................................................................3-18
3.4        Irrigation Projects............................... ............................................. -...................  3-20
3.5        Hydropower Projects, .... .........................................................................................     3-28
3 6      Water Supply Projects................................................................................................    3-37
4.          SOCIO-ECONOMICS .................................. ............................... ...................................            41
4.1       Introduction. ............................ .. ........... .................. ........................... 4-1
4.2 
Local Government Administrative Structure. ....................... .. ...........   , 4-2
#+
4.3 
Ethnics Groups................. ............................................................................... ♦ ♦ ♦ ♦. 4-4
4.4 
Population ... .................................................................... ..........................................  4-5
4.5 
Health...... ............... *.................................. ........................... ........................................4-6
4.6 
Education............................................... ........................................... ........................... 4-9
4.7 
Rural Infrastructure................................. .................. ... .................................. .... ..  , .4-10
+
4.8        Commerce............. ................................... ............. ... ................................................... .4-13
5 ENVIRONMENT....................... ................................................................................ .. ....................  5-1
5.1 
Background and Objectives. ... ......................................................................................    5-1
5.2 
Structure and Approachof Environmental Section.......................................................  5-1
5.3 
Environmental Perspectives of the Project Area............................................................ 5-2
5.4 
Current Patents of Land Use. ............ ........................................................................        5-6
5.5        Environmental Concerns....... ...............................................................................         .5-9
5.6        Principal Environmental Issues. ....... .........................................................................  .5-14
5.7        Towards a Master Plan: Data Requirements.........................................................     .5-.15
VOLUME 111: DATA VOLUME
TA MS- U LG    H^RO-AKOUO hivfr bascn ixtt grated development MASTER plan
iiVOLUME 3
CONTENT
A.    Hydrology
1.      Flow
1.1  Hydrometric Stations
1.2  Monthly Runoff Volume by Stations
2.      Rainfall
2.1.  Rainfall Stations
2.2.  Monthly historical Precipitations
3.      Sunshine
31. Sunshine Stations
3.2.  Monthly Mean Sunshine Hours
4.      Temperatures
4.1.  Temperature Stations
4.2.  Maximum Temperature
4.3.  Minimum temperature
B.  Inventory of Water Resources Projects by Prev ious Studies
1          Storage Projects by Selkhozpromcxport
2.      Storage Projects by ARDCO-GEOSERV
3.      Runoff River Projects by ARDCO-GEOSERV
C.    Socio-Economic Data
1.     History of Administration of Project Wcredas
2.      National Population Forecasts. 1992-2015
3.      Population Estimates by Weredas
4.      Population Estimates by Region
5.      Health Facilities by Region
6.      Health Facilities by Region (other estimates}
7.     Summary of Energy Study Findings
8.      Population Support Capacity -Alternative Interventions
9.      Population Support Capacity - Optimum Interventions
10.    Transport Capacity
11.    Postal Services
12.    Crop Values in Need of Verification
13.  Fertilizes and Agro-Chemicals Values in Need of Verification
14.    NGO’s Working in the Project Area and Areas Worked
15.    Breakdown of NGO’s by Sector of Activity and zones'IA. Hydrology
Flow
LI. Hydrometric Stations
1.2.  Monthly Runoff Volume by Stations Rainfall
2.1.  Rainfall Stations
2.2.  Monthly historical Precipitations Sunshine
3.1.  Sunshine Stations
3.2.  Monthly Mean Sunshine Hours Temperatures
4.1 Temperature Stations
4.2.  Maximum Temperature
4.3.  Minimum temperatureL
L
r
rHYDROMETRIC STATIONS
No
Station
X-Cnortlinaie
Y-Coordinale
Area
1
KETTO NR CHANKA
35*02'
08*47
1006
2
BARO AT GAMBELA
34*3 y
ony
23461
3
GUMERO NR GOR
35*29'
{J8*W
106
4
OUWA NRG ULI SO
35°33'
09*10'
288
5
ALWERO AT A BOBO
34*33'
07*5 r
2800
6
UKA AT UKA
35*22'
08” 10'
53
7
ALWERO NR DAM SITE
34*40'
07*46'
1043
3
METTI NR D.DOLL
34*Sf
08*3 5’
144
9
SOR AT MEIT11
35*3^
08" 19'
162
10
BARO AT ITANG
34*16'
08’IT
24639
II
BARO NR B.KELLA
34*58'
or 13'
4937
12
KUNl NR CH ANKA
35*05'
08*51'
88
13
GTLONR PUGNIDO
34“16‘
07*37'
10137
14
GECHEB NR M.TEFERl
35*33'
07*0 r
79
15
BlTUN WUHA NR TEP!
35"28'
07’12'
28
16
BEG WUHA NR TEPI
35 26‘
a
07” 12'
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3RAINFALL STATIONS
No, Station
X-Coordinatc
Y-Coordinatc
Elevation
1 ADOBO
34*33’
07*51'
455
2 BEDELLE
3 6*2 O’
08*27'
2005
3 CHORA
36*08’
08*25'
1930
4 GAN1BELLA
34*35'
08*15’
440
5 ITANG
34° 16’
08*12'
415
6 PAKWO
34*28’
08*10’
425
7 GORE
35*32’
08*09'
2024
8 JIKAWO
33*48’
08*21'
410
9 MASHA
35*29’
07*44'
2200
10 METTU
35*35'
08*18'
1690
11 YA YU
35*49'
08*20'
1610
12 YEKJ
35*15’
07*04’
1030
13 TEPI
35*25'
07*12'
1230
14 MIZANTEFER1
35*35’
07*00’
1400
15 WUSHWUSH
36*10’
07*11’
1920
16 ALEMTEFERI
35*14’
08*54'
1530
17 ANGER GUTTTN
36*22’
09*22'
1500
18 ARJO
36*30'
08*45’
2526
19 ASSOSA
34*32'
10*04'
1560
20 BAMBESSI
34*44'
09*45'
1460
21 CHANKA
35*08'
08*50'
1500
22 DEMB] DOLLO
34*48’
08*32'
1850
23 GIMB1
35*47
09*10'
1970
24 MENA
35*35'
09*25'
1950
25 KURMUK
34*18'
10*26'
660
26 MEND I
35*05’
09*47’
1950
27 NEJO
35*29’
09*30'
I960
28 MOLE KABA
35*50’
08*57'
1800
29 YUBDO
35*27*
08*57'
1560
30 DONGORO
35*41’
09*16'
1870
31 FAMETSERE
34*23’
10*20'
32 HOHA
900
34*39'
10*09'
33 JARSO
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hmniHHSUNSHINE STATIONS
No. Slat ion
>1 GAMBELLA
7 GORE
X-Coord inale
Y-Coordinate
Elevation
34M5'
D
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440
35’32‘
08*09’
2024
17 ANGER GUTTIN
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09*22’
1500
19 ASSOSA
27 NEJO
30 DONGORO
34°32’
10*04r
1560
35*29’
09*30'
I960
35*41*
09’16’
1870
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34*39*
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1500I
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IMSUM 12 3-W           11:12*
PW» 3 Of 4«FT-ZI ROS YD
-jTEMPERATURE STATIONS
No
Station
X-Coordmate
Y-Ccord inale
Eleva lion
1
ABO BO
34*33'
07*51’
455
3
CHORA
36*08'
08*25'
1930
4
GAMBELLA
34*35'
08*15'
440
5
ITANG
34° 16’
08*12'
415
6
PAKWO
34*28’
08*10’
425
7
GORE
35*32’
08*09'
2024
8
JIKAWO
33*48'
08*21'
410
9
MASHA
35*29*
07*44'
2200
10
METTU
35*35’
08*18'
1690
11
YA YU
35*49'
08*20'
1610
13
TEPI
35*25’
07*12’
1230
14
M1ZAN TEFER1
35*35'
07*00'
1400
15
WUSH WISH
36*10'
07°i r
1920
16
ALEM TEFERI
35*14’
08*54'
1530
17
ANGER GUTTIN
36*22'
09*22'
1500
18
ARJO
36*30'
08*45'
2526
19
ASSOSA
34*32’
10*04'
22
dembi dollo
1560
34*48'
08*32'
23
1850
G1MBI
35*47
09*10'
24
HENA
1970
35*35'
09*25'
25
1950
KURMUK
34*18'
10*26’
26
MENDI
660
35*05'
09*47'
27
1950
NEJO
35*29'
09*30’
30
I960
DONGORO
35*41'
09*16'
32
1870
HOHA
34*39'
10*09’
36
WAMA
1500
36*45'
38
08*46'
1550
A IRA
35*33'
09*06'
41
BEG!
1885
34*32’
09*21'
42
BONGA
1722
36*14'
07*13'
43
BURE
1650
35*06'
47
08’IT
HURUMU
1700
35*42'
08*20'
48
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1800
34*35’
08*29
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Pw 15 of 16B. Inventory of Water Resources Projects by Previous Studies
1.   Storage Projects by Sclkhozpromexport
2.
3.
Storage Projects by ARDCO-GEOSERV Runoff River Projects by ARDCO-
GEOSERVstorage projects by selkhozpromexport
Bonga Project
TAMS Project
Gambella Project
I tang Project
Gilo-2 Project
Gilo-21 Project
Gilo-3 Project
Gilo-1 Project
Sor Project
Geba Project
Birbir Project
Mcy Project
Ch iru Project
Dumbong Project
Abobo Project] TAMS-ULG fiaro-Akobo River Basin Integrated Master Plan
J
I 3
J
1
I J
] J
1
1
1
3
J
1
I J
J I
PROJECT DATA SHEET
1            PROJECT NAME:                                          80NGA PROJECT
2 LOCATION: Ar Sara River 33Kms u/s of Gambe//a /own
coordinate
3             TYPE:
4               CATCHMENT:
_ Area (km *2)
_ Mean Annual Flow (m 3)
NOS. 10 E 34.48
S/orago dam for hydropower
A
5             RESERVOIR
_ NRL (m,l,i,l.)
_ DSL (rlaa.IJ
_ Total Volume (10*8 m 3)
A
_ Active Storage (10*8 <n 3)
A
_ Regulated Flow (m*3fa)
6 DAM ANO APPURTENANT WORKS
_ Dam Type
_ Dam Height (mJ
_ Dam Fill Volume (1000 m*3)
_ Spillway Capacity (m*3fa)
_ Design Flood
7            POWER FEATURE
_ Intake Structure Type
_ Headrace Canal Length (mJ
_ Headrace Siphon (m.)
_ Power tunnel length! m.)
_ Surge Shaft Diam. (m)
_ Penstock Length & Die. (m)
_ Power House Type
8             GENERATION DATA
_ Installed Capacity (MW)
_ Type of Units
_ Design Head
_ Rated Discharge (m*3fa)
_ Average annual power
generation (GwtVyr)
9             ECONOMIC DATA
_ Estimated Cost (10*6 Birr)
_ Capacity Cost (BlrrlKw)
_ Energy Cost (Birr/Kwh)
22290
386
620
5716
12448
6682
320
•*
Earth and RocWifl
165
86003
1542
2525
Tower/flfate type
-
1860(58;, 630(3.5;
surface 4 subsurface
372
PO170
124.8
320
1953
2496
6709
1.3
C.lfWfO^ATAlSTORH^LEOJ WK3TAMS-ULG Bara-Akobo River Basin Integrated Master Plan
PROJECT DATA SHEET
1 PROJECT NAME:
2             LOCATION:
TAMS PROJECT
At Bare river, 47Kms  u/s  of Gambella town
coordinate
N 03.12 E 34,55
3
TYPE-.
Storage dam for hydropower.
4              CATCHMENT:
_ Area (km*2)
_ Mean Annual Flow (m*3)
5              RESERVOIR
_ NRL (m.a.a.I.)
20970
376
760
_ DSL (m.axJJ
70S. 3
_ Total Volume (10*6 m*3)
_ Active storage (10*6 m*3)
_ Regulated Flow (m*3/a)
10050
4807
308
6
DAM AND APPURTENANT WORKS
_ Dam Type
Earth and RockfUi
Oam Height (m.)
_ Dam Fill Volume (1000 m*3)
_ Spillway Capacity (m*3Js)
_ Design Flood
275
33094
1365
2489
7
POWER FEATURES
_ Intake Structure Type
pressure tunnel
_ Headrace Canal Length (mJ
_ Headrace Siphon (m.)
_ Power tunnel iengthfmj
3200
_ Surge Shaft Diam. (m)
_ Penatock Length & Dla. (m) _ Power House Type
8             GENERATION DATA
_ Installed Capacity (MW)
1560(5 8).990(3.6) Surface
519
_Type of Units
_ Design Head
_ Rated Diacharge (m*3rt)
_ Firm Energy (GWh/yr)
PO310
220
308
2807
9
ECONOMIC DATA
_ Estimated Cent (10*6 Birr)
_ Capacity Cost (Birr/Kw)
_ Energy Coat (BlrrfKwh)
3277
6314
1.1
C:\ETHlOlDATA\STORHPlFlLEQ2WK3
12/03/95pAMS-ULG
Baro-Akobo Rrw>i-Basin Irtegrat&d Master Plan
PROJECT DATA SHEET
1             PROJECT NAME:
2              LOCATION:
coordinate
3              TYPE:
4              CATCHMENT:
_ Area (km A 2)
_ Mean Annual Flow (m*3)
5              RESERVOIR
_ Active Storage (10*6 m*3)
_ Regulated Flow (m*3/a)
5 DAM AND APPURTENANT WORKS
GAMBELL* PROJECT
Af  Bare  river,  15  Kms  u/s  of  Gnmbeila  town N 06/10 E 34.42
Storage dam far hydropower.
22740
390
J
_NRL{m.a.aJJ
546
_DSL (m.a.t.l.)
507.6
_ Total Volume (10*6 m*3)
10300
6600
324
_ Dam Type
Earth and RcckfiM
_ Dam Height (mJ
_ Dam Fill Volume (1000 m*3)
_ Spillway Capacity (m*3/e)
_ Design Flood
117
61000
1740
2531
7              POWER FEATURES
_ Intake Structure Type
Tomr Intaka
_ Headrace Canal Length (mJ
_ Headrace Siphon (mJ
_ Power tunnel length(m J
_ Surge Shaft Dlam. (m)
_ Penstock Length & Ola. (m)
5025(5 6; .1080(36)
_ Power House Type
Surface & subsurface
9              GENERATION DATA
_ Installed Capacity (MW)
256
_Typo of Units
PO115
_ Design Head
68
_ Rated Discharge (m 3/a)
A
324
_ Average annual power
J
J
generalion(Gwh/yr)
1394
9
ECONOMIC DATA
_ Estimated Cost (10*6 Birr)
2002
_ Capacity Cost (BlrriKw)
7759
_ Energy Coat (Blrr/Kwh)
1.4
CAETHlOU3ATA\STORHP\FlLE03 
WK3
11/30195TAMS-ULG Baro-Akobo River Bastn Integrated Master Plan
PROJECT DATA SHEET
1            PROJECT NAME:
2            LOCATION:
coordinate
3            TYPE:
4            CATCHMENT;
_ Area (km*2)
_ Mean Annual Flow (m*3)
5            RESERVOIR
/TANG PROJECT
Ar Bam river           u/$ of itang Village N 08.12 E 34.22
Storage dam ma/nfy for jmgatton
24420
413
_NRL (itijus.I.)
43 f J
_ DSL (m.a.s.I.j
4235
_Total Volume (10*6 m*3)
303 .7
_ Active Storage (10*6 m‘3)
_ Regulated Flew
249 2
343
6 DAM AND APPURTENANT WORKS
_Dam Type
Earth and RocWW
_ Dam Height (m.)
_ Dam Flit Volume (1000 m*3)
_ Spillway Capacity (m*3Js)
_Design Flood
13
1535
1397
2150
7
POWER FEATURES
_ Intake Structure Type
offtake with curtain waff
_ Headrace Canal Length (mJ
_ Headrace Siphon (m.)
_ Power tunnel length(mj
. Surge Shaft Dlam, (m)
_ Penstock Length & Dia, (m)
_ Power House Type
surface <4 subsurface
B GENERATION DATA
_ Installed Capacity (MW)
_Type or Units
_ Design Head
_ Rated Discharge
_ Average annual power
genaratlon(Gwhty r)
9 IRRIGATION FEATURES
_ Nel irrigated area(thouha)
. Diverted flow for Irrigation
m mill rrA3
_ Maximum dlacharge(m*M)
10 ECONOMIC DATA
15
7
5.47
343
72
37
87a a
74.2
_ Estimated Cost (10*6 Bin-)
_ Capacity Cost (BirtfKw)
336 21000
_ Energy Coat (Dlrr/Kwh)
4.67
C:\ETHfOU3ATA\STORHP\FfLE04 WK3
11/W5J^TAMS-ULG    9 a rc-Ako bo River Basin Integrated Masterplan
PROJECT DATA SHEET
1
2
3
PROJECT NAME:
LOCATION:
coordinate
TYPE:
G/LO-2 PROJECT
At   G/fo   rrver,   33Kms   u/s   from   Agenga   village N 07.30 E 34.24
Storage dam for HP.
4               CATCHMENT:
5
A
_Area (km 2)
_ Moan Annual Flow (m*3)
RESERVOIR
_ NRL (hli-S.I.)
DSL (m.s.edj
9640
125
474
460 4
A
_ Total Volume (10*6 m 3|
A
-Active Storage (10 S m*3)
A
_ Regulated Flow (m 3/s)
2146
15516
109
DAM AND APPURTENANT WORKS
_ Dam Type
0am Height (m.)
Earth with too
40
_ Dam Fill Volume (1000 m*3)
A
- Spillway Capacity (m 3/a)
_ Design Flood
1901
665
941
7
0
9
POWER FEATURE
_ Intake Structure Type
_ Headrace Canal Length (m.)
-  Headrace Siphon (mJ
_ Power tunnel length(nv)
_ Surge Shaft Diam. (m)
_ Penstock Length & Dla. (m)
_ Power House Type GENERATION DATA
_ Installed Capacity (MW)
-Type of Units
_ Design Head
_ Rated Discharge (m 3/s)
- Average annual power
generatton(Gwh/yr)
ECONOMIC DATA
Estimated Coal (10*6 Birr) Capacity Cost (Blrr/Kw) Energy Coat (BlrriKwh)
Surface
A
J
1
C AETHIO’iOATAVSTORHP\F 1 LEOS WK 3
16
40
27
109
156
259
9593
1.7
11/30/95rAMS-ULG Baro-Akobo River Basin integrated Master Plan
PROJECT DATA SHEET
1 PROJECT NAME:                                                  GfLO-2rPftOJECT
2              LOCATION:                                                    At Gita River.the Site and flnpgment of the dam
rs rho same as G*>2 Dam
coordinate
3 TYPE-
W 07,30      £34.24
Sforage dam memty for rnfgafron
4
CATCHMENT:
Area (krn*2)
_ Mem Annua! Flow (m*3j
5              RESERVOIR
NRL (m.a.i.L)
ZDSL(m.l.l.l.)
_ Total Volume (10*1 m*3)
_ Active Storage {10*6 m*3)
_ Regulated Flow (m 3Jl]
9640
125
474
460.4
2146
1S5l.fi
109
A
A
6 DAM AND APPURTENANT WORKS
_ Dam Type
Dim Height (m,)
_Dam Fill Volume (1000 m 3)
_ Spillway Capacity (m*3/i)
_ Design Flood
7              POWER FEATURES
_ Intake Structure Type
_ Headrace Canal Length (m.)
_ Headrace Siphon (m.)
_ Power tunnel lengthfrn.)
_ Surge Shaft Diam. |m)
_ Penstock Length & Dll, (m)
_ Power House Type
8              GENERATION DATA
_ EniLahed Cipicity (MW)
_ Type of Units
_ Design Heid
Rated Discharge (m*3/i)
_ Average annual power
generationfGwh/yr)
9 _ IRRIGATION FEATURES
_ Net irrigated arai(thou.ha)
_ Diverted flow for irrigation
in mlll.mA3
_ Maximum discharge(m*3/>)
ECONOMIC DATA
10 _ Estimated Coil (10*6 Birr)
_ Capacity Cost (BIrr/Kw)
_ Energy Cost (BhrfKwh)
Earth with foe
40
1595
565
941
Tower intake
—
—
surface i
IS
40
26
109
90
59
1204.3
955
CAETHlO\DATAiiSTORHPM=lLE06.WX3
255
15B33
3.2
11/30/95J JAMS-ULG
Bara-Akoto River Basin Integrated Mailer Plan
PROJECT DATA SHEET
1
I
1              PROJECT NAME:                                        Gtt. 03 PROJECT
2 LOCATION: Af Gito rfver, 10Kma u/s of Agenga vrtlage
coordinate
N 07.37 E 34,16
3 TYPE:                                                            Storage dam mainly for /mgafiorr
4
CATCHMENT:
_ Area (km* 2}
9820
A
— Moan Annual Flow (m 3>
12a
—J
—J
]
4450
449
1480
930
ros
’1
-Ji
-'-J
J'
r
Earth with foe
30
IffM
W5
941
Jb
*1 -J
5               RESERVOIR
_NRL (m.a.S.IJ
_ DSL (m.a.s.lj
_ Total Volume (10*S m*3|
.Active Storage (10*8 m*3)
A
_ Regulated Flew (m 3/s|
6 DAM AND APPURTENANT WORKS
_ Dam Typo
_ Dam Height (mJ
_ Dam Fill Volume (1000 m*3)
. Spillway Capacity |mA3Aa)
_ Design Flood
7               POWER FEATURES
. Intake Structure Type
_ Headrace Canal Length (mJ
. Headrace Siphon (mJ
_ Power tunnel leagtti(m.)
_ Surge Shaft Diam. (ml
. Penstock Length & Die, (m}
_ Power House Typo
8              GENERATION DATA
_ Installed Capacity (MW)
.Type of Units
_ Design Head
_ Rated Discharge (m*3/s)
. Firm Energy (GWh/yr)
9 _ IRRIGATION FEATURES
_ Not Irrigated area(thou.ha) _ Diverted flow for irrigation
in mill nrr*3
.Maximum dkscharpe(mA3/s)
ECONOMIC OATA
10 _ Estimated Cost (10A6 Birr)
. Capacity Coat (Blrr/Kw)
. Energy Coot (Blrr/Kwh)
Tower frrtata
—
■—
surface 8
J
1
J
144
30
19.84
109
72
LJ1
F-“* 1 L 1w
1
-1
L—-1 ■*
89
1204.3
95 3
433
30089
<5
C:\ETHtO\D ATA\STORHP\F I LE07.WK3
11W5TAMS-ULG Baro-Akobo River Basin Integrated Master Plan
PROJECT DATA SHEET
1               PROJECT NAME:
2                LOCATION:
coordinate
3 TYPE:
4             CATCHMENT:
_ Area (km*2)
_ Mean Annual Flow (m*3)
5               RESERVOIR
_NRL (m.a.eJJ
" DSL (m.a.a<1 j
1 Total Volume (10*6 m*3) _ Active Storage (10*8 m 3)
G/LCM PROJECT
A( Gflo River, 78Kms u/s of Gflb-2 srte N 07,76 E 34.50
■Storage Dem for Hp.
A
_ Regulated Flow (m*3/s)
6 DAM AND APPURTENANT WORKS
_ Dam Type
_ Dam Height (m.)
_ Dam Fill Volume (1000 m*3) _Spillway Capacity |m*3fa)
_ Design Flood
7               POWER FEATURES
7573
115
600
578-6
3223
2353
90.4
Earth wfo toe
105
5205
1065
_ Intake Structure Type
Tower toteke
_ Headrace Canal Length (mJ
_ Headrace Siphon (m.)
_ Power tunnel length(m.)
7335(7.0)
_ Surge Shaft Dlam. (m)
_ Penstock Length & Dla. (m)
280(58), 660(3-6J
_ Power House Type
surface & s j b sury-n U-
8               GENERATION DATA
_ Installed Capacity (MW)
_ Type of Units
_ Design Head
_ Rated Discharge (m*3fo)
_ Average annual power
gene ratio n(Gwh/yr)
9 ECONOMIC DATA
Estimated    Cost    (10*6    Birr) Capacity Coat (Blrr/Kw) Energy Cost (BlrriKwh)
72 PC115
78.24
80 4
463
452
6278
0.97
C AETH/O\DATAlSTORHP\FILE08 WK3
11/30/95AMS-ULG BaroAkobo Rrver Basin Integrated Master Plan
PROJECT DATA SHEET
4
~T!
-4!
-3! J 4 1
iKk*
1
J
—1
J1 4
_jr
.—J "I J
J-
1
J
Jf -T
J
r-fll
1    PROJECT NAME:                                                             SOR PROJECT
2     LOCATION:                                                                       At Sor river 20Kms d/s of Mettu
coordinate
3 TYPE;
CATCHMENT:
.Area (km*2)
_ Main Annual Flow (m 3)
5          RESERVOIR
_ NRL (nra.sJ.)
_   _ O TS oLta( lmV. oa l. usJm.)e (10*6 mA3)
_ Active Storage (10*6 m*3)
N 08,22 E 35.31
Storage Dam for Hp
A
1777
535
1539
1513.4
253
194
39 2
A
A
_ Regulated How (m 3/o)
DAM AND APPURTENANT WORKS
_ Dam Type
_ Dam Height (m.)
_ Dam Fill Volume (1000 m 3) _ Spillway Capacity (<n*3/a)
_ Design Rood
POWER FEATURES
_ Intake Structure Type
_ Ha ad race Canal Length (mJ
_ Headrace Siphon (mJ
_ Power tunnel fength{m.)
_ Surge Shaft Dlam. (m)
_ Penstock Length A Dla. (m)
_ Power House Type
GENERATION DATA
_ Installed Capacity (MW)
_Type of Unite
- Design Head
_ Rated Discharge (m 3/e)
_ Finn Energy (GWh/yr)
ECONOMIC DATA
9 _ Ecti mated Cost (10*6 Bln-)
_ Capacity Cost (BlrrfKw)
_ Energy Cost (Blrr/Kwh)
Earth A Rockfill
69
1572
672
975
submerged intake
—
—-
-„
55(3.6)
surface & u rfa u_
A
16
PO75
52-
392
C \ETHIO\DATA\STORHP\FILE09 WK3
142
6875
5,9
11/30/95
ITAMS-ULG Baro-Akobo River Basin Integrated Master Plan
PROJECT DATA SHEET
1               PROJECT NAME:
2               LOCATION:
coordinate
3               TYPE:
4               CATCHMENT:
_ Area (km*2)
_ Mean Annual Flow (m*3)
5               RESERVOIR
_NRL(mr*A)
_DSL(m>».s.L)
2 Total Volume (10*5 m 3)
GEfiA PROJECT
At    Gefea    mar;    from    fhe    mo NW, 31         N35.13
Storage Darn for Hp
5222
132
A
1115
1082 8
3500
2. Active Storage (10*6 m*3}
1365
A
_ Regulated Flow (m 3/i)
102
0
DAM AND APPURTENANT WORKS
_ Dam Type
Earl?? A Rockfiff
_ Dam Height (pl)
258
_ Dam Fill Volume (1000 m*3)
30474
A
_ Spillway Capacity (m 3ys)
920
_ Design Flood
—
7
POWER FEATURES
_ Intake Structure Typo
sjjhmerged ktfa-Jre
_ Headrace Canal Length (mJ
-------
_   Headrace   Siphon   (m.)
_ Power tunnel length{m.)
-—
_ Surge Shaft Dlim, (m)
_ Penstock Length & Die. (m)
aof4 8J
_ Power House Type
-—
0 GENERATION DATA
_ Installed Capacity (MW)
TSO
2 Type of Units
PO310
_ Design Head
220
A
_ Rated Discharge (m 3J»)
102
_   Average   annual   power
generation (Gwh/yr)
945
9 ECONOMIC DATA
_ Estimated Cost (10*6 Birr)
1138
_ Capacity Cost (Blrr/Kw)
63222
_ Energy Cost (Blrr/Xwh)
t2
C AETHIOtDATAlSTOR HPtF IUE10. WK3
12/01/95Baro-Akobo River Basin Integrated Master Plan
PROJECT OATA SHEET
1 PROJECT NAME:
2             LOCATION:
coordinate
3 TYPE:
B1R8IR PROJECT
Al  Birbtr  river.  IKms  d/s  of  the  confluence  ofketto  with  Birbir  me N 08,35      £35,09
Storage Dam for Hjp.
4 4 CATCHMENT:
_ Area (km *2)
J
——
1 -y.
-J
■f J.
7
_ Mean Annual Flow (m*3)
5             RESERVOIR
_ NRL (m.ud.)
_ DSL (m.u.l.)
_ Total Volume (10*6 m*3)
_ Active Stonge (10*6 m*3)
_ Regulated Flow (m*3/s)
6 DAM AND APPURTENANT WORKS
_ Dam Type
_~Dam Height (mJ
_ Dam Fill Volume (1000 m*3}
6840
110
■
11 SB
10564
267Q
2490
86.5
A
_ Spillway Capacity (m 3/e)
-Design Flood
Earth & Rockfill
185
19433
726
1            7              POWER FEATURES
-J
_ Intake Structure Type
_ Headrace Canal Length (m.)
_ Headrace Siphon (m.)
_ Power tunnel length(m.)
jJ
_ Surge Shaft Dlam. (m]
_ Penstock Length & Ola. (m)
_ Power Home Type
drversion tunnel 935(7.0). 6700(5.5)
7 350(4.5), 560(1.6)
surface 4
J'            8              GENERATION DATA
T
J’
T1
T
_ Installed Capacity (MW)
_Type of Unit*
_ Design Head
_ Rated Discharge (m*3/s)
_ Average annual power
generation (Gwhtyr)
9 ECONOMIC DATA
_ Estimated Cost (10*6 Birr)
304
PO40Q
312 64
865
1987
_
1693
£P>i<r ■'M S5(?j
C:\ETHIO\OATAtSTQRHPVILE11.WK3
&•
12/03/95TAMS-ULG BaroAkobc River Basin- Integrated Master Plan
PROJECT DATA SHEET
1 PROJECT kA ME:
2             LOCATION:
MET PROJECT
At Ater river. 9 5Kms fiwr Vw
fa rigftf lottery of Ahrtra river
coordinate
N 07.40 E34.43
3 TYPE:
Storage Dtfn f(V Hp.
4
CATCHMENT:
_Aroi (km*2)
3S3
_ Mean Annual Flow |<n*3)
1 10
5
RESERVOIR
NRL (nvaaJJ
5040
DSL fmaa.1 i
495 0
-Total Volume (10*5 m*3)
37 0
~ Active Storage (10*6 m*3)
272
_ Regulated Flow (rn*3/i)
Q.9
6
DAM AND APPURTENANT WORKS
_ Dam Type
Eartfr fflth Toe
Dam Height (m J
20
_ Dam All Volume 11000 tn* 3}
304.fi
_ Spillway Capacity (m*3M
ISO
_ Design Flood
17J
7
POWER FEATURES
_ Intake Structure Type
Tower intake
_ Headrace Canal Length (mJ
—
_ Headrace Siphon (m J
_ Power tunnel |ength(mj
—
_ Surge Shaft Diem, (m)
- Ponatock Length & Dia. (m)
766f0 fij, 69(0 fij
_ Power House Type
—
B
GENERATION DATA
_ Installed Capacity (MW)
0.15
_ Type of Unite
T0123
— Design Head
23
_ Rated Discharge (m*3/c)
0.9 _
_ Average annual power
generation {GwfVyr}
0 95
9 ECONOMIC DATA
_ Estimated Cost (10*1 Birr)
35
_ Capacity Cost (Bin/Kw)
194444
_ Energy Cost (BirrfKwfi)
C METHOD ATAkSTORHRFILE 12 WKJ
1 MI/95B»A>obc Rjyw Mr intopwrt Mjitw Plar
PROJECT DATA SHEET
1 PROJECT NAME
2 LOCATION:
coordinate
3 TYPE:
4        CATCHWNT;
_ A reef km* 7]
_ Main Annual Flow fm*X|
5        RESERVOIR
_NRL
, DSL inuu.L|
Total VoFumo m*J|
_ Actlv* 5tor»ga |10*S m*3)
_ Ragutatad Flow<ni*3M|
fl DAM AND APPURTENANT WORKS
_ Own Typa
_ Dun Haight [hl)
Dim FIN Voluftt [1000 H>*3) _ Sptihray Capacity (m- J?i)
_ Dnlgn Flood
? POWER FEATURES
_ intake Structure Type
_ Hvadnca Canal Langtli (m.J
_ Hvadraca Siphon (pv)
_ Puwv tirnnal langth[m,)
. Swga Shaft DUm (m)
_ Penalock Length i da. (m)
_ Power Homo Type
fl GENERATION DATA
. Inatalted Capacity (MW)
_ Typo of Unha
_ Design H«ad
OWU PROJECT
Ar Cfiiv /Nwr, — -
a right inbwUty rf AA*arn mrer
YO7SJ EH«
Storage tor Hp and trrgatar nNeajj C
11 ?
SfF
W*i
JF7S
f2D
29
Earth Tot
50
list
R»
291
Tower xttete
&»fi    «j4      r«wi;
■wteee & nftaateea
2
PCM5
3J
A
_ Rated Discharge |n )/i|
_ Average annual power
generwor [Gwtwyrj
29
91
■J 1 jf
9 IRRIGATION FEATURES
_ Nat Irrigation area[Ehou.ha}
_ Dhrareton of water
fix Irrigation (mill m*3) _ Muknum «acharga (nTM}
9 ECONOMIC DATA
_ Eaiimatad Coal (1Q*« Blnr)
_ Capacity Cost (BfrrflCw)
_ Energy Coal (DlrnKe*}
119
229
294
337
IMSCO
ABT
C ‘lETfflCnnATALSTORHPVlLE 13, WKJ
12/01/^5STORAGE PROJECTS BY ARDCO-GEOSERV
Bare Project
Geba Project
Beko Project
Kashu Project
Sor Project Rirbir Project Sese ProjectJ-
.4Baro-Akobc River Bas in Integrated Master Plan PROJECT DATA SHEET
4
I 4
4
■J 4
□
J :j J 2
1 J
1
2
PROJECT HA ME:       Gabs Pro/ecf
LOCATION:
coordinate
DAM
uZs of the confluence with Sese nvor
N 08,11     £36 35
. DIV-1 N 08.13 E 36.04
. DIV-2 N 08 20 £36.04
3
4
Storage dam + 2 Hp developments
5
TYPE;
CATCHMENT:
Area (km*2)
_ Mean Annual Flow (m*3)
RESERVOIR
A
6
8
_ Normal Reservoir Level (m.a.e.l J _ Minimum Operating Level (m.ae.lj _ Total Volume (10*6 m*3)
_ Actfve Storage (10*6 m*3)
_ Regulated Flow (m 3/t)
DAM AND APPURTENANT WORKS
_0am Type
_Dam Height (mJ
_ Dam Fill Volume (1000 m*3)
-Spillway Capacity
-  Design Flood
POWER FEATURES
_ Intake Structure Type
-  Headrace Canal Length (mJ _ Headrace Siphon (mJ
_ Power Tunnel length & Dia. (mJ _ Surge Shaft Diam. (m)
_ Penstock Length & Dia. (m|
_ Power House Type
GENERATION DATA
1066
3204
2170
355
550
24
Rock Fili
45
1690
270
720
DIV-1 diversion
3500
D/V-2 dive/sron
6500
DAM + D
600
Surface
250 Surface
_ Installed Capacity (MW)
100
80
_Type of Unite
180
_ Head(m)
_—
___
275
160
_ Rated Discharge (m*3/t)
47
65
_ Mean annual energy generation
--------
(Gwh/yr)
445
380
9 ECONOMIC DATA
825
_ Estimated Coat (10*6 Birr)
277
305
_ Capacity Cost (BirrfKw)
402
2770
3810
_ Energy Cost (BirtfKwh)
2230
0 62
0.8
0 49
C'\ETHIO\DATAISTORHP\FILE0033.WK3
12/01/95
II I
J r ! I I
I
F
I
I
I
iSwxAMtjte Sfw ffawtn HtmjrahKt
«'on
“^GJKTOAT* 5HSFT
r      RRQJKT 'M*?
lOCArOK1
IfV .:/ Tw ;yrA«rap *4*
•‘*V*T
etwrtHnin
DAM
*;<•* SMJB
otv r
OJJ EMCM
0IV4
SJtO*
3
FFft
Sftr3%w Jwn * 7
iJrmtocmwrft
» CATCHMINT
~ Aroo(ftm*2)
_ Mean Annual How (m'»
RESWVOrR
Normal Reewvolr Irrel (m n U
* Mtnlmum Operating level (m.e eJJ „ Fatal Veurne (1 0*« m*J)
Aetivo Storage (tQ*l m*3) Aegtiletad How (m*lM
0AM ANO APPURTENANT WORKS
Own r<pe
Own Height (mJ
Own N1 It Volume 11000 m*3) SKHltarey Cepecfry
Deeign *lood
r      FOWtl PBATUM9
low J2W
J*fO AM
550
J4
<$ tflto
3/0
/2C
OiVf
, Intefee Structure Type Heedraoa Cwtal length (mJ
DJV-2
JAfWW'
J-WO
SfcXJ
Heedraee Siphon (mJ
w Power Funnel length A Ota. (mJ
Surge Shaft Diem (m)
. Peneiock Length A Ota. Im)
WO
_ Power Houee Fy pe
”mo
Wfece
Suttee
a   □EN8RATI0N DATA
. Inetailed Capacity (MW)
FOO
iO
_ Type of Unite
_ Heed {m|
“l
"■se
_ Rated Otaaherge (m*3/e)
4/
«
_ Mean annuel energy generation
a   ECONOMIC DA FA
(Cw/vyr)
441
)#)
_ Call mated Coel (10M fiirr)
277
JCft
, Capacity Caet (Birr/Kw)
2770
_ Energy Coat (BlrriKwh)
4«
31
GifTWOArAtfraRHPFlLEOin.VAHJAMS-ULG Saro-Akobo River Basin Integrated Master Plan
PROJECT DATA SHEET
1 PROJECT NAME:                                    SE.KO PROJECT
2          LOCATION;
coordinate
.DAM
.DIV.
3           TYPE:
4             CATCHMENT:
_Area (km*2)
At Seko river, 28kms u/s of the confluence with Gilo
N 07,10 E 35,27
N 07,07 E 35.23
Storage Dam with d/s diversion for h.p.
Mean Annual Flow (m*3)
5          RESERVOIR
_ Normal Reservoir Level (m.a^.l J _ Minimum Operating Level (ma.adj _ Total Volume (10*6 m*3)
_ Active Storage (10*6 m*3)
_ Regulated Flow (m*3/a)
6 DAM AND APPURTENANT WORKS
1875
34.45
1128
—
1424
544
26
_ Dam Type
Rode Fill
_Dain Height (m.)
123
_ Dam Fill Volume (1000 m*3)
8069
A
Spillway Capacity (m 31s)
370
_ Design Flood
720
7
POWER FEATURES
DIV
_ Intake Structure Type
In the dem
_ Headrace Canal Length (mJ
15000
_ Headrace Siphon (mJ
_ Power Tunnel length & Ola (mJ
_ Surge Shaft Dlam. (m)
_ Penstock Length & Dla. (m)
550
_ Power House Type
Surface
e
GENERATION DATA
_ Installed Capacity (MW)
100
_ Type of Units
—
_ Head (m)
260
_ Rated Discharge (m*3/s)
50
_ Firm Energy (GWh/yr)
460
9
ECONOMIC DATA
_ Estimated Cost (10*6 Birr)
1340
_ Capacity Cost (Birr/Kw)
13400
_ Energy Cost (BinTKwh)
29
C \ETHlOtDATAtSTO RH P\FI L E0055. WK3
12/01/95Baro-Akobo River Bas-n Integrated Master Plan
PROJECT DATA SHEET
A
PROJECT NAME;
LOCATION:
coordinate
DAM
, DIV.
TYPE:
CATCHMENT;
_ Area (km 2)
_ Mean Annual Flow (m 3)
RESERVOIR
_ Normal Reservoir Level (m.u.f.) _ Minimum Operating Level (ma.sJJ _Tctaf Volume (10*6 m 3)
AA
_ Active Storage (10 6 m 3)
_ Regulated Flow (m 3Js)
KA SHU PROJECT
Af Kashu river. 19kms u/softhe confluence wrth Kitu River
N 06.49 E 35,39 N06 48 E 35 37
f
t
A
A
A
Storage dam for Hp. development.
the release from Hp. is used for Ktiu irrigation project
449
797
1565 5
190
127
5.1
6
DAM ANO APPURTENANT WORKS _ Dam Type
_ Dam Height (m.)
A
_ Dam Fill Volume (1000 m 3)
A
-Spillway Capacity (m 3/s)
_ Design Flood
7
POWER FEATURES
- Intake Structure Type
_ Headrace Canal Length (mJ
_ Headrace Siphon (mJ
_ Power Tunnel length & Die. (mJ
_ Surge Shaft Diam. (m)
_ Penstock Length & Ola. (m)
a
_ Power House Type
GENERATION DATA
_ Installed Capacity (MW)
1
_ Type of Units
Rack Frit 30
310 90
200
D!V.
tn the Dam 10000
2800
1580 Surface
50
_ Head(m)
A
_ Rated Discharge (m 3/s)
_ Firm Energy (GWh/yr)
9
ECONOMIC DATA
A
„ Estimated Cost (10 S Birr)
.Capacity Cost (Blrr/Kw)
_ Energy Coat (BinVKwh)
$ \ETHfO\DATA\STORHP\FILE0066.WK3
12/03/95
ITAMS-ULG Baro-Akobo River Basin Integrated Master Plan
PROJECT DATA SHEET
1          PROJECT NAME:                                            SOR PROJECT
2           LOCATION:                                                     At Sor nver. 36kms u/s of the confluence with Ceba ri ** •'
3          TYPE:                                                               Storage dam with one Hp. development 4 CATCHMENT:
A
_ Area (km*2)
_ Mean Annual Flow (m*3)
5           RESERVOIR
_ Normal Reservoir Level (m.a s.l.)
r
Minimum Operating Level (m.a.s.L)
_ Total Volume (10*6 m 3)
_ Active Storage (10*6 m*3)
_ Regulated Flow (m*3/s)
6           DAM AND APPURTENANT WORKS
Dam Type
_Dam Height (mJ
_ Dam Fill Volume (1000 m 3J
_ Spillway Capacity (m*3/s)
_ Design Flood
7 POWER FEATURES
1770
53 5
1538
253
194
28.2
A
Rock Fill
69
1572
300
672
DfV.
_ Intake Structure Type
_ Headrace Canal Length (mJ
_ Headrace Siphon (mJ
diversion
10800
'2800
550
Surface
r'- —
_ Power Tunnel length & Dia. (mJ
_ Surge Shaft Diam. (m)
_ Penstock Length A Dia. (m)
_ Power House Type
8 GENERATION DATA
_ Installed Capacity (MW)
.Type of Units
_ Head(m)
_ Rated Discharge (m*3/s)
„ Firm Energy (GWh/yr)
9 ECONOMIC DATA
_ Estimated Cost (10*6 Birr)
_ Capacity Cost (BirrfKw)
_ Energy Cost (Birr/Kwh)
80
Too
52
380
582
7280
1 53
C.XETHIO\DATAISTORH P\FILEOO77 WK3
Fj > V E- ULG fi aro-Akofco River Basin Inlegraied Master PJan
PROJECT DATA SHEET
1 PROJECT NAME:
2 LOCATION:
coo rd irate
.DAM
♦ DAM
. DIV-2
BWfiW PROJECT
At 8/rfwnvw; 66Ams u/sotthe confluence with Geba River
N0S46
N 03,44
N 06,35
E35 24
t
E 35.17
E 35.09
3        TYPE:                                             Storape dam + fwoHp development
irrigation site is located in between the diversions,
there Is water use conflict
4
CATCHMENT:
_ Area (km*2)
_Moan Annual Flow (m*3)
5
RESERVOIR
_ Normal Reeervoir Laval (m.a.t.L)
A
6
J: J J I
I
_ Minimum Operating Level (m.a.eJJ
_ Total Volume (10*6 m*3)
_ Active Storage (10 6 m*3)
, Regulated Flow(m*3h)
DAM AND APPURTENANT WORKS
_ Dam Type
_ Dam Height (mJ
_ Dam Fill Volume (1000 m*3)
_ Spillway- Capacity (m 3/s)
_ Design Flood
3579
46 04
1430
1700
627
365
A
7
POWER FEATURES
_ Intake Structure Type
_ Headrace Canal Length (mJ
. Headrace Siphon (mJ
_ Power Tunnel length & Die. (m.)
_ Surge Shaft Diam. (m)
_ Penatock Length i Dla. (mJ
_ Power House Type
DAM
drvera/on
4000
Rock Fill
46
1450
340
920
DIV-2 DIV-1 + £W-2
710
Surface
6000
500
Surface
S        GENERATION DATA
i
I
Installed Capacity I MW)
_Type of UnMs
290
_ Head (m)
_ Rated Discharge (m*3/s}
_Mean annual energy generation
Ion (GwtVyr)
70
130
70
320
220
250
175
7000
7320
9
ECONOMIC DATA
[
_ Estimated Cost (10*6 Birr)
_ Capacity Coat (Bin/Kw)
_ Energy Coat (Birr/Kwh)
270
3560
0.84
460
2760
046
590
2030 0.45
;;\ETHlO\DATA\STORHF^ILEOOSa WK3
12/01/95TAMS-ULG SaroAXobo River Basin Integrated Master Plan
project data sheet
1 PROJECT NAME:
2           LOCATION;
coordinate
sese project
Al Sese river. 52Kms u/s of the con/luonco with Goba
.OAM
N  08,29  E  35,59
. DIV-1
N  08,29  E  35,59
, DIV-2
N 08,30 E 35,41
3 TYPE:
Storage dam *2Hp diversion sites
A
4 CATCHMENT:
_ Area (km 2)
.Mean Annual Flaw(m*3)
5           RESERVOIR
__ Normal Reservoir Level
. Minimum Operating Level (m.rs.l.) _ Total Volume 00*6 m*3)
_ Active Storage (10*6 m*3)
. Regulated Flow (m*3/s)
6 DAM AND APPURTENANT WORKS
367
7.14 1848.5
188
130
5.5
_ Dam Typo
. Dam Height (mJ
_ Dam Fill Volume (1000 m*3)
_ Spillway Capacity (m*3/e)
. Design Flood
POWER FEATURES
_ Intake Structure Type
DtV1
DAM-1 *DAM-2
_ Headrace Canal Length (m.)
iff the Dam
_ Headrace Siphon (m.)
3000
Rock F4J
43
2540
100
190
DIV-2
diversion
7000
_ Power Tunnel length & Die. (m.) __ Surge Shaft Diem, (m)
_ Penstock Length & Dla. (m) _ Power House Typo GENERATION DATA
_ Installed Capacity (MW)
270 Surface
370 Surface
_ Type of Unite
_ Head (m)
10
110
12
41
20
130
20
96
350
17500
30
_ Rated Discharge (m*3te)
_ Mean annual energy generation
9
ECONOMIC DATA
I(Gwhfyr)
_ Estimated Coat (10*6 Birr)
.Capacity Cost (BirriKw)
_ Energy Coal (Bin-lKwh)
322
32200
7 85
3 65
137
402
13400
2.93
C:\ETHIOtDATA\STORHPf ILE0099 .WK3
WOlIQSRUN OFF RIVER PROJECTS BY ARDCO-GEOSERV
Bcreshii Project
Gurachft Project
Golol Project
Snr ProjectAMS-ULG Baro-Akobo River Basin Integrated Master Plan
I
RUN-OFF-RIVER DATA SHEET
1 [I
1
.1 1
-1 V
1
] ] 1 J ] ] 1 1 1 1 1
1          PROJECT NAME:                           dERESHA PROJECTS
2         LOCATION:                                    At Eeresha river, located at 8 to 15 Am from Masha town Coordfnatn
Bamha-1
Barnha-Z
Bemha-3
Beres ha-4
K7.49 E 35.25
—
N 7.50 E35.25
N 7.53 E 35,27
3 TYPE: all diversion weirs
4         CATCHMENT:
Area (km 2)
Mean Annual Flow {m*3}
A
5
POWER FEATURES
_ Intake Structure Type
_ Headrace Canal Length (mJ
_ Headrace Siphon (mJ
_ Power Tunnel longth & Dia. (mJ
_ Surge Shaft Diam. (m)
_ Penstock Length & Dla. (m)
_ Power House Type
RUN-1
dwreibn
$00
RUN-2
drversrbn
400
RUN-3
diversion
2100
RUN-4
diversion
1000
200             200             400             200
6         GENERATION DATA
_ Installed Capacity (Kw)
— Type of Units
_ Head (m)
_ Rated Discharge (m*3/s)
_ Mean annual energy
gene ratio n(Gwhj'yr)
100 too 324 100
40               60          T20           40
876 B76 2838 876
7
ECONOMIC DATA
_ Estimated Cost (10*6 Bin)
_ Capacity Cost (Btn/Kw)
10 76
107630
1427
142670
24.24
74820
21 9
219030
CAETHlO\DATA^RUNHPmE0111 WK3
12/01/95TAMS’ULG 0aro-Akot>o River Basin Integrated Master Plan
RUN-OFF-RIVER DATA SHEET
1  PROJECT NAME:
2          LOCATION:
coordinate
Guracha-1
Guracha-2
Guracha-3
Guracha-4
3           TYPE:
4          CATCHMENT:
_ Area (km 2)
GURACHA PROJECT
At Guracha river, a tributary of Baru river
faceted 20 !o 35 /rm ('mm the (Jfca town near Gore
NG Q2
r
E 35,19
N 7,58
E 35,20
N 7.55
E35J9
N7.53 E 35,21
diversion weir
A
_ Moan Annual Flow (m 3)
A
2f3
3 fi9
5
POWER FEATURES
_ Intake Structure Type
_ Headrace Canal Length (m.)
RUN-1       RUW’2       RUN-3        RUN-4 diversion diversion diversion diversion
1400             800             300           2250
_ Headrace Siphon (m.)
_ Power Tunnel length & Dla, (m.)
_ Surge Shaft Diam, (m)
_ Penstock Length & Dla. (m)
r Power House Type
250             450             350             300 surface surface surface surface
6 
GENERATION DATA
_ Installed Capacity (Kw)
303
253
303
506
_ Type of Units
_Head(m)
Too
60
80
TOO
_ Rated Discharge (m 3is)
A
_ Mean annua! energy
generation(Gwhjyr)
7          ECONOMIC DATA
_ Estimated Cost (10 A6 Birr)
„ Capacity Cost (BirriKw)
2654
2216
2654
4432
87.2
75 9
67.33
287770
300000
222220
52.3 171470
C \ETHIO\DATA\RUNHP\FILE0222.WK3
12/01Z95Barc-Akobo Rivar Basin Integrated Master Plan
RUN-OFF-RIVER DATA SHEET
GOLOt PROJECT
At Gdat river, a tributary of Butir mer located a at 40 km East of Dembi Dollo town
N 9 30 E 35,06
Diversion Weir
]
PROJECT NAME:
LOCATION:
coordinate
TTPE:
CATCHMENT:
-Area (km* 2)
_ Mean Annual Flow (m*3)
POWER FEATURES
_ Intake Structure Type
_ Headrace Canal Length (m.)
_ Headrace Siphon (m.)
_ Power Tunnel length & Dla- (m.J
_ Surge Shaft Diam. (m)
_ Penstock Length & Die. (mJ
508
4.31
400
50
_ Power House Type
surface
GENERATION DATA
_lnitalled Capacity (Kw)
_ Type of Units
'1
J
_ Hoad(m)
_ Rated Discharge (m 3/s)
A
_ Mean annual energy
g eneration(Gwhty r)
124
20
20
1086
ECONOMIC DATA
_ Estimated Coat (10*6 Birr}
43 02
_ Capacity Cost (BlrifKw)
346900
3 j
1
C:\ETH I O\DAT A'iRUN HRFILE0333. WK3
12/03/9STAMS-ULG Baro-Akcbo River Basin Integrated Master Plan
RUN-OFF-RIVER DATA SHEET
1 PROJECT NAME:                                     SOR PROJECT
2 LOCATION:                                        At Sor river, 20 to 30km d/$ of the existing Hp. coordinate
Sor-1
Sor-2
3        TYPE:                                                Diversion Weir
4        CATCHMENT:                                                                                              RUN-1 _ Area (km 2)                                                                                                  2230
A
_ Mean Annual Flow (m 3)
A
62.23
RUN-2 530
8 05
5        POWER FEATURES
_ Intake Structure Type
diversion
_ Headrace Canal Length (m.)
1000
diversion
2750
_ Headrace Siphon (m.)
_ Power Tunnel length & Dla. (m.)
_ Surge Shaft Diam. (m)
_ Penstock Length & Dla. (m)
~~200
_ Power House Type
Surface
500
surface
6        GENERATION DATA
_ Installed Capacity (Kw)
2500
_Type of Units
-Head (m)
35
- Rated Discharge (m 3/s)
A
- Firm Energy (Mwh/yr)
~~20805
6000
~~220
~52560
7        ECONOMIC DATA
- Estimated Cost (10 6 Birr)
A
69.96
_ Capacity Cost (BlrrfKw)
279S5
81.49
13582
C:\ETHIO\DATA\RUNHP\FILED444 WK3
12/01/95Socio-Economic Data
History of Administration of Project Weredas
National Population Forecasts, 1992- 2015
Population Estimates by Weredas Population Estimates by Region
Health Facilities by Region
Health Facilities by Region (other estimates)
Summary of Energy Study Findings Population Support Capacity -Alternative Interventions
Population Support Capacity - Optimum Interventions
‘t ransport Capacity
Postal Services
Crop Values in Need of Verification Fertilizes and Agro-Chemicals Values in Need of Verification
NGO's Working in the Project Area and Areas Worked
Breakdown of NGO’s by Sector of Activity and zones1 able r 1 History □ f Adm in i strit ion                    Wercdu
No
WwHi
S UEi
hi basin.
1477 io 1714
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Tpdrf 'ITable C.2: National Population Forecasts 1992-2015
Rural          Urban        Total
Male
Female Total
1992
22,3964 3,240.2 25.636.6 21,916,9 3394.0 25,810.9 44,313.3 7,134.2 51,447,5
Male
Female
Toll!
1993
22,958 9 3,768 7 26,727.6 22,488.4 4.020.4 26,508.8 45,447 3 7,789.1 53,236.4
Male Female
total
1994
23,592 3 3,985-2 27,577.5 23.123 8 4,236.8 27,360.6 46.716.1 8,222.0 54,938.1
Male
Female
Total
1995
24,2314 4,214.8 28,446-2 23,7643 4,466 6 28,230.9 47,995.7 8,6814 56.677,1
Male
Female Total
2015
41,630.5 14,5862 56,216.7 40,884 1 14,483.0 55367.1 82.514 6 29,069.2 1 1 1.583.8
Male
Female Total
% Increase 1995 to 2015
1.72             346               1.98 1.72             3_24              1 96 1.72               335              1.97
Source CSA Statistical Abstract 1993, except 1992 for which
CSA Population estimates of regions, awarajas, weredas and towns 1992 used, less figures for Entrea.TT
49%
46%
51%
10%
15%
>4%
70%
)0%
4%
71%
66%
61%
53%
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936
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E      WdrpArjD                                                                                                                     1576
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14926
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35311
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16591
90161
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1 30
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32
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1 35
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1 34
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17
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SipniD
1 11
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39
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40
Dep
1 41
Naw
42
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1 43
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1 44
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14
1 Yeta
46
47
41
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Tirnta Gesha
Bttbma
Komtalcha
Maiha
Gecba
Ttpi
Daka
9«ta Genet
49
Chou
1 50 (nmbo
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ketata
St
52
S3
Shewa r>m«n
• Arafwda Sfeko
1 54
Trmeaja Yaj
35
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1*
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1P
Gciha
Shewa Gunin
Gurafnda
Sheko
Mixin Tried
Jiha
Kda
fl
GoL&a
59
Shaaha
60
Troasid
61
Mehil May.
62
Gwnbda
63
(Ung
M
63
Jikawi Mota
66
Gogwjoro
67
Abota
61
G-dete
Total
100% 100%
1X% 100% 100% :oo% 100% 100*.
27%
49*.
17% 100% 100% 100% 100% 100% 100%
20% 100%
•?%
6%
66% 100% 100% 100% 10C*,
33%
loos
IIS
23S
41Y
59
>005 1009
100*
IOC*
100*
100* 100-
7 It
161
1206
336
MS
749
JOBS
131?
411
374
63
521
2193
H4
113
419
11)0
l?2
1031
720
41
1062
5710
46S
1201
1711
SI
1U6
96
332
1 Ml b                 241 ;               Mis b              2031 6               2401 i                447] i                990! *                2431 *                  991
Gambell
Itanj
Jikawa
Mota
&<
Abota
Meb
7257
1 ?0
4IT2            44743              496131 1179            22761              2394ll 2233            49711              319531 1074            21446              22s: I
13400            $2243              6564*1 141            36721              37S6?I
1361            23376              269441
)949            100"                 1202 I
Mill                  2571II
39959              399591
6IXM                60041 126             15151                I39ul 447               IM’I                 1692'|
4137             31205               360621 1053            24OBO              231*41 9112             72962               110741 1542             71170                  n?!3|
11177               1117?] 1410             43760               452401
101753            IO175ll
3417                 54171 2974             94076               910501
219            25311               256701 1649            22241               231901
lieu           1$3681             1647751 1171               9126                     iroil
ms                   nisi 240            10211                105221
2021                 202 ll
2594                 23941
10197                  :M97|
751                  75S nil              19194               21605
142?              13106               14533
360             22025               22)15
369             19455               19121
129             25194                26123
1211             34767               37971
23603             26523                30126 L 213104           2701131            2914041TlM* C I P^Jrtina Ettimalu by RrpM.
ARI
UrfiikTj
L r»an                   Uni41                  TbUi ""
Suh-ioUil tapm 6
?(Repc- 4
Sab>«0E*J RtfKei 11
,5«b-tatal Jlepnfl 13
Total
S,WJ
J9
1,021
Z»JJ|              2H.139
n.4w                72         131.701      IJ1M3I           I.7S0.1W
1U71                        17                  W.166
Tffli.m                717,042
25JTS                          4
n/w
i«,«7
IWJ7I
71JI5                       17         iiijmn      V0>MH           2.9I4.MI
Sufe iaLkl Rrpr*j ( Sub-Mtal StepcD 4
■%
11%
4%
S3%
■H                         n fiOH
SuMetal Rfli«l 11
Wb
17%
14%
liH
Sljb-lnRll Rrprwi 1 2
35%
17%
«%
TH
Total
100%
100%
100%
100%
CHitnbwMfl by ApXUuric Zsriw A
0
1r
Total
7.7H
HJH7
43J33 7J.1M
13.W4                JOtJJS                  321JI4
121.441             1.1)0.741
I.WJO
TS2.no               130 JT1 113,100                U0I.IJO            IJJKJM)
BTiirnwiiUtt by A^rodiMtit                  Zone A
fl
3%
11%
13%
IMH
7%                  11%              11%
61%                       w%
c
32%
31%
Total
100%                   100%
60%
29%
IOC*.
* TAMS4JLG pr jmll.nteiir (ul mcludid ffl AXJrBpori) Aiu jJicnrn u wweda, ra nralapbEd by the Hi uu « bmn
Runi population it ran!
IWJj updated PS IW wd mui&piird by % aria ld Smin
LMwn potXjIlDDfM ZTE lidtil »ly far lown» wrfnn ihe bkflJl
SOUFT£»
1) An* C5A SutiibE«3 B-uiktin « Feb 1 915
2) % Ani Lii bidin. ARDCCHjEOSERV Report, Aebei 4_A_2 Table B| J) IhjpjJaiann Ejurniiri C5A Statu frol B-ulirti* HOL Sept. J991Table C3: Health Facilities by Region
Hospitals
llubabor Gam be la
Kefa
Welcga
Asosa
Addis Ababa Country
2
i
1
5
I
14
89
lied* health TTcaTih
^4?
156               39                 1
60                 70                 5
344               172                8
100               38                 4
3257              144                15
12106           2292              160
Source: CSA Statistical Abstract ! 992Table CA Health Facilities by Region (other estimates)
Hospitals Heds Health Health
Centres
Doctors
Tech 5"
other        assistants
llubaBar Gambell*
[Kefa
(Wclega
1                 126     —?! -                     3               <7                 38              fl
152
1                 145               27                 4                  17                28                15                  105
1                  71                42                 3                 11                33                14                 127
3                 170               44                 3                 17                47                21                 161
Source: Recoruiaisance Report
• Source: Gam be la Needs Assessment Survey. Of the 27 clinics, 5 are totally destroyed, and 9 partly so.Table C.7: Summary of Energy Study Findings
Conversion
IGWh = 0.0036 PctfiJoules (PJ)
1 MW at load factor 25% provides 2.1915 GWh/year
Demands
Actual Forecast
1993            2003
Possible supply by HEP
Energy
Power
2013
PJ                PJ                  PJ
Breakdown
for
2013              % Ccinvert
2003 2013
GWh GWh
2003                  2013 i MW              MW
Firewood Vegetal wastes Animal wastes Charcoal
Kerosene
Gasolene
DimiI
Electricity
Total
4695           63-04               84 85 1.87              249                  332
0.02             0.03                  0,04 0.38             0.58                 0.88 0.07               0.1                 0.14
0             0.01                 0 01 0.16              025                 0.44
0 02             0 05                  0.1 4947           66.55               89.78
95% 50% 4% 50% 0% 100% 1% 50% 0% 100% 0% 0% 0% 50% 0% 100%
100%
8756           11785 346               461
8                 11 8!                122 28                 39
00 35                 61 14                 28
9267 12507
3995             5377 158               210
45 37                 56 13                 18
00 16                 28
6                 13 4228             5707
b) Comparison of Supply and Demand for Biomass Fuels
Resources
Resources
PJ
Used as
PJ
Convcr.
rate
Available
PJ
Demand
2013
PJ
Demand/
Available
PJ
Wood (as firewood) Wood (as charcoal) Vegetal wastes Animal w astes
166       97% 166         3%
16
II
161
5
16
II
100%
25%
100%
100%
161
1
16
11
84.85
0.88
332
0.04
53%
68%
20%
0%
c) Comparative Costs of Fuels
Prices
Cost per onit
Cost in Birr/TJ
Unit
Rural      Urban
Energy
MJ/unit
Rural          Urban
As proportion of
electricty cost
Firewood Vegetal wastes Animal wastes Charcoal
Kerosene
Gasolene
Diesal
Electricity
kg
kg
k8
litre
litre
litre kWh
0.11 0.19
COS
0.38
0.56
2.77
22
1.7
0.37
14.56
15.77
13.80
29 22
31.86
31.86
36.33
3.6Q
7555 13050
3488                   0
27536                   0
0           19167
0           86943
0           69053 0           46787 0        102778
7%             13%
3%
27%
19%
85%
67%
46%
100%
NQIC: Energy content figures back calculus from Energy Survey as should be treated with caution Figures in italics are preliminary estimates by TAMS-ULG
Costs do not allow for efficiency of use. Household cooking is less than 10% efficient.Table C.8; Population Support Capacity - Alternative Interventions
A wrap
Wcredi
Base
Fuelwood
Forage
Vertisol
Tsetse
Yield
Optimum
lllulabor
Ser & Gcba 0uno
Gore
Mocha Gambela
40
65
70
HO
-20
50
65
70
80
5
50
65
70
75
-10
1995
40
60
70
75
-I
50
65
75
85
100
60
70
80
80
-10
60
70
80
90
100
Krfa
Maji A. Gold Gimira
Kefa
50
5
50
60
10
50
60
10
54
55
5
50
95
85
65
60
20
60
100
90
80
Welega
Gtmbi
Asosa
Kelem
25
20
35
30
45
35
35
30
40
30
25
40
65
90
75
45
35
50
75
90
80
Average
38
45
44
41
77
50
83
1 Ilulabor
Ser A Gcba Runo
Gore
Mocha Gambell
5
35
55
60
-100
10
40
55
60
■60
10
40
55
60
-80
2010
0
35
55
60
-70
20
40
60
80
100
25
50
65
65
-70
40
60
70
85
100
Kefa
Maji & Gold Gimira
Kefa
20
60,
10
35
60
20
32
-43
21
25
-60
10
90
75
40
35
-20
30
95
80.
60
We legs
Gimbi
Asosa
Kelem
-25
-30
-10
-10
10
-20
-10
-23
0
-20
-30
-5
40
80
55
5
-10
20
60
85
70
Average
-4
18
6
0
62
18
73
Source; FAO Master Land Use Plan 1988; Technical Report 1, Annex I
Figures taken of graphics presentration and rounded io nearest 10
The index represents the % by which the population support capacity exceeds the projected population. For explanation of interventions, sec next table.Tabic C 9: Population Support Capacity - Optimum Interventions
Awr>ja
Wereda
Relative Importance of different intervention! (%)
Fueh*ood
Fcrtge
Vertisol
Tsetse
Yield
Combination
niulabor
Kefi
Welega
Ser & Gcbi
Buno
Gore
Mocha
Gambcla Maji &. Goldin Gimira
Kefe
Gimbi
Asosa
Kelcm
Average
10.5
10.5
8.4
7.0
80
7.5
4.8
9,0
5.8
8 1
7.8
8
] 1.3
ill
8,4
5.5
4.9
50
5.7
8.4
8.8
5,2
5.9
7
0.0
42
0.0
0.0
8.5
1.9
02
1.7
0.9
3.8
1.8
2
18.0
103
18.8
323
37.1
379
38 1
25.1
32.1
37.0
32.5
29
23 0
26.0
28.0
15 0
8 2
8.4
11.0
184
15.3
93
12 3
16
38.4
38.4
38,2
40.2
37.3
39.4
403
39.5
39.1
38.9
39.8
39
Interventions
Fuel wood
Forage
Vertisol
Tsetse
Yield
Optimum
Combination
The substitution of 50% of fuelwnod requirements with an alternative sou The substitution of 50% of forage requirements with an alternative source The cultivation of all vertisols
The eradication of tscLse fly
The increase of crop yields by 50%
The optimum combination of all the above
The effect of applying all interventions simultaneouslyTable C. 10: Transport Capacity
Source CSA Siailstic.l Bulletin 12: Transport & and Communications Statistics 1993 Figures abstracted for year 1990.'91 (latest figures)
Opacities
Heavy Trucks             >91 quintals Medium Trucks         51 -90 qu intals Small Trucks              '-50 quintalsTable C. 11: Postal Services
Region
Offices
Fast Boxes
Mail
Post
lllubabor
Kefn
Wclega
Total for Country Eritrea
Addis
Net Regional
27
202
43
921
41
40
840
31
7
15
349
1 48
81
220
580
1,470
805
53,343 4.699
28 J 77 20,467Table C.12: Crop Values in Need of Verification (Birr kg)
Crop
Maize
Sorghum
Teff
Barley
Wheat
Millet
Horse Bean
Field Pea
Haricot Bean Chickpea
Soyabean
Cowpea
Sunflower
Niger (noug)
Flax
Sesame Groundnut (unshelled) Rapeseed
Chilli Pepper (fresh) I Lentil
Rice (paddy) Carton (seed cotton) Vegetables
Coffee
| Sugarcane
Dili labor
Gambela
Wollega
Improved Seed Costs
Improved Crop Values
IMO
1.73
1.95
IMO
1.95
1,42
L70
1.70
1.4$
1.85
2.50
1 50
2.50
2 50
2 88
2.50
2.50
1.80
10(2.00)
2.50
1.40
1.50
2.00
230
2 00
1.45
130
2.40
1 50
! 80
1 42
2.40
2.50
135
1.85
2.50
1 50
2 50
2.00
2.40
2-50
250
2.26
10(2.00)
2.50
232
1 80
2.50
1.80
2.30
I 40
1.50
2.25
1.50
1 90
2 DO
2 80
1 85
2,50
2.80
2.50
2.00
0.50 (2.00)
)O
0.50
Note. Figures in parenthesis are crop values where these differ from seed cdsisTable C. 13: Fertilisers and Agro-chemicals Values in Need of Verification
Product
Unit
Farmers
Direct
Purchase
Fertilisers
Urea
DAP
Rodenticides
l.anirai ban
Kelerat Wax Block
Insecticides
Actclic 2% Pirimiphos-methyl Zinc phosphide
Dimethoate 40%
Malathion 50% Cymbush Cypermcthrm 1% Sevrin Carbarl 85%
Phostoxin
Hcptachfor 40% Thiodan Endosulphan 25% Marshall Carbosulphan
Herbie ides
2,4 amine
Brittox
Starcanc Fluoxypyr
Fungicides
Ridomil MZ63 5% Baykion 25% Triadimefon
kg
kg
kg
kg
kg
kg
1
1
kg
kg
tab
kg
1
kg
1
i
i
i
kg
1 68
1.78
14.00
10.75
19.80
28.80
12.95
35 JO
1230
82.95
027
35.70
22 00
388 89
34.65
210.00
165.00
67.55
186.26
230
2.46
13.85
I9 60
19 90
28 60
12.80
34.75
12.20
82 65
027
35.60
21.85
34,25
67.50
185.90Table C. H: NGO's Working in the Project Area and Areas Worked
Organisation
Organization (Continued)
Adventist Development and Relief Agency        ADR
Christoflel Blinden Mission
Concern
Catholic Relief Services
Ethiopian Catholic Secretariat
CBM
Con
CR5
ECS
Kindcrothilfe
Lutheran World Federation
Kin
LWF
Mcscrcte Kristos Church MKC
Mcnnonite Mission in Ethiopia MME
Ethiopian Evangelical Church (Mekane             EEC Yem)
Eastern Orthodox Church EOC Ethiopian Orthodox Church EOC Family Development Project FDP German Agro Action GAA
Oromo Relief Association
Oromo Self Help
Radda B«mcn
ORA
OSH
RBn
Society of International Missionaries                   SIM
Region/Zone
Reghn/Zoae (Continued)
Asosa
Bench
Benshangul
East Welega
Gambela
As
Be
BS
EW
Ga
J lu tabor
Keficho
Maji
Shekicho
West Wallcga
ti
Ke
Ma
Sh
wwTabic C.I5: Breakdown of NGO’s by sector of activity and zcm«
Sector        ____ Agriculture
AS
Be
EEC
BS
EEC
EW
EEC
ECS
l.WF
Ga
EEC
n
EEC EOC
Ke
Ma
Sb
1 WW
EEC
Con
ORA
LWF
AT1,1
I7PC
Childcare
EEC
FOB
EEC
EEC
EEC
ECS
EEC
CBS
EEC
EOC
CRS
EEC
Con
ORA
Kin
CBM
Disabled
Education
EEC
ECS
ADR
EEC
EEC
ORA
Extension
ECS
Fish Farming
EEC
Handicapped
EEC
ECS
EEC
Health
EEC
EEC
EEC
ECS
EEC
EOC
EEC
MKC
EOC
SIM
EEC
ORA
ADR
HRD 1,1
EEC
MKC
Human
Rights
ECS
Income
Generation
FDP
EEC
ECS
EOC
MME
LWF
MKC
EEC
EOC
EOC
EEC
EOC
LWF
Information
Servcies
EEC
ECS
EEC
Natural
Resources
FDP
EOC
LWF
EEC
EOC
RBi
EEC
LWF
Refugee
Services
OSH
RBa
EDC
RBa
Relief
Y
EEC
LWF
EEC
f
Rural Development i
1
SSI
r■
' ----------------
■
1
urban Development
1
u
EEC
ECS
LWF
OSH
FDP
GAA
EEC
EEC
Li
EEC
LWF
EEC
■z
Con
LWF
ECS
i water 1 Suppfy
X
-
FDP
EEC
ECS
LWF
EEC
EEC
SIM
EEC
Con
LWF
K.y 1 
fetaotogy 2 H_„ Rl„um(

Summery

Baro-Akobo River Basin Master Plan - Data Volume Summary

Baro-Akobo River Basin Integrated Development Master Plan Project

Volume 3: Data Volume - Summary

Document Overview

This is the data volume (Volume 3) of the Baro-Akobo River Basin Integrated Development Master Plan Project, prepared by TAMS (New York) and ULG Consultants Ltd (UK) in December 1995. The document contains extensive hydrological, project, and socio-economic data supporting the master plan.

Main Sections

A. Hydrology

Flow Data: Information from 16 hydrometric stations including coordinates and catchment areas
Rainfall Data: Data from 48 rainfall stations with coordinates and elevations
Sunshine Data: Information from 7 sunshine measurement stations
Temperature Data: Data from 31 temperature measurement stations

B. Inventory of Water Resources Projects

Storage Projects by Selkhozpromexport: 15 projects including Bonga, Gambella, Itang, and Gilo series projects
Storage Projects by ARDCO-GEOSERV: 7 projects including Baro, Geba, Beko, and Kashu projects
Runoff River Projects by ARDCO-GEOSERV: 4 projects including Beresha, Guracha, Golol, and Sor projects

C. Socio-Economic Data

History of administration of project weredas (districts)
National population forecasts (1992-2015)
Population estimates by weredas and regions
Health facilities by region
Energy study findings and fuel comparisons
Population support capacity analyses
Transport capacity statistics
Postal services data
Crop values and fertilizer/agrochemical costs
NGO activities in the project area

Key Project Highlights

Project Name	Type	Capacity (MW)	Annual Energy (GWh/yr)	Estimated Cost (Million Birr)
Bonga Project	Hydropower	372	1,953	2,496
TAMS Project	Hydropower	519	2,807	3,277
Gambella Project	Hydropower	258	1,394	2,002
Itang Project	Irrigation + Power	16	72	336
Gilo-1 Project	Hydropower	72	463	452

Key Socio-Economic Data Highlights

Population (1995 estimates): 2.9 million total (2.7 million rural, 214,000 urban)

Regional Distribution:

Region 4 (Welega): 60% of population
Region 11 (Illubabor): 25%
Region 12 (Gambela): 7%
Region 6 (Asosa): 8%

Health Facilities: Limited coverage with hospitals in major towns and health centers/clinics in some areas

Conclusion

This data volume provides the technical foundation for the Baro-Akobo River Basin Integrated Development Master Plan, containing comprehensive hydrological measurements, detailed project inventories, and extensive socio-economic data for the region. The information supports planning decisions for water resource development, energy production, irrigation, and regional development.