FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA
MINSTRY OF WAH R, IRRIGATION AND FNFRGY
AR|O DIDESSA SUGARCANE. DEVELOPMENT IRRGATION
PROJECT (A DSDIP)
FINAL DETAIL DESIGN REPORT DAM AND APPURTENANT
STRUCURES
SECTION ONE (CHAPTER 1-11)
February/ 2015
OROMIA WATER WORKS DESIGN AND SUPERVISION ENTERPRISE
Finfine/Addis Ababa, EthiopiaAlO-DhitFipSSJ  Susarcuw Deffmgnfro^ A^K*
iDe.’niJ Dbs-jg a/ Dnm fr^iT flftpurtcnnntf Sf-HjCIu^-S______
Table of Contents
ACRON THS_____________________________________ _______________________ SALIENT FEATURES______________________ .--------------- ---------------------------------
1.1      General__________ _______________________________ _________________
1.1      IMtl Dam And Saddle Cams________ __________.------------------- ------------------
12 1 Type a! Dam________________ __ __________ _____________ _______________
12 2 Dam Section_______________  ___________  ______________ ______________
1 2 3 FcnmdaWn Treatment-------- ---------------------- --------------------------------------------
1.3      Saddle Dam______________________________
1 4      Spillway_________________________________
1.5       imoabon BMeer^__________________________
1.6       Drvmmn Conduits___________________________________________________ _ 1*
2.0
GEOLOGY'_ ?■
2.1       General _ ____________________________ ________ ______________________ 2
2.2       Cam Sil* r___________________________________________________________ I
r
2.3       Spillway___________________________________________________________   _ 2 H.
2.4       Saddle Cam di___________________________________________ . _2
2.5       KeiKetO Hal Springs
________________________ 2
2.6       Water Tightness of the Reservoir______________________ _________________ 2 3.0 DAM FOUNDATION_____________________________________ __________________ 3
3. i General_____________ _______________________________ ____ ______ _ __
3.2      Slrippi ng Far Dam Fou n dation_________________________________________
3,21 EjfGavartion Selo* Core Saaling_________ ,___________________________________ 3 2 2 Ekcmdw Mow Shell Zooe _____________________ __ _____________________ 32 3 FovfldMlotf Treaimer'__________ ________________________ _______________
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Ji/iuary 20T3
It 3 Fouiwuoni Treatment____________ ________________ ._____________________ —— -
3.3       GROU UNG REQUIRE MENTS_________________________________________ M
3 3 1 Mjirt Qjm___________________ _______________________________________________ 3-* 332 Saddle Dam____________  __________________ __________________________ M 3 3 3 SpHlway_______________________________________________________________5$
4.0CONSTRUCTION MATERIALS_________________________ _____________________•■!
4.1       Borrow A<eas for Core Material__________ _____________________________ 4l:*
fl 11 Feasibilily Slags invesligabcn_______ _________________         ___________________ 4-1 4 T i Rre-D<yislruc[ian Stage investigation far C«C Material _ _________________________ M
4 2 Sorrow Area* for Rock Fill She II Material!__________________________________ _4 5
a J t .rues ngataxia aL Feasibilny Mage _______ ___________________________ _________ _ 4*5 4 ? 2 Pre tfirrati'LiclHjn Stage InvestigaDon far Shell Maiena.________________________ fl ?
4.3       Quarry Sites for Rot k Rip Rap  ______________________ .  _______________ 4-10 4,3.! InvesHgaHons JI FosMMy Age_______________________________________  *-10
fl J J inveMigalionj.al Pre-COnSIruClfan Stage far Rock Rip Rap______________________ 4 1i 4.4       Quarry site for toarM aggregate                4-12
fl 4 t Feasibility Stage Invesuflaton_______________________________________________ frll
4 fl 2 Pre-cansIrucUbn Stage investigation for Coarse Aggregate_______________________ fl 1J 4.5       Sand ______________________________________________________________4-12
4 5 l FfriSipilny Stage investigation_________________ ______________________________ 4-12
±52 Pre-canslnaUibn Stage Investigate fpr $ano_
______________________ 4 13
5.5   SEISMICITY______________________________ _______________________________ M 5.1       General______________________________________________ ______________ 5*1
5.2       Seismic Hazard Map of Ethiopia _______________________________________ 5*1
5.3       Horizontal Seismic Coefficient_________________________________________ 5-1
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January W3
GO DAM HEIGHT____________________ «’1
6.1       Gtrwril__________________________________________________ __________
6.2       Frae Board_______ __ __________________ ____ _________________ —------- 5-1
6            2 1 MeiboG tor Free Soard ComputaflHxi __ _________         ________________ 6-1
6 2 3 Mflimc/m Free Basra al
62
IM ___ ______________________ __ _______________ _—  "
6 2 3 Setlfemenl Dltb to Ea^mfke________________ __ ________________________ ___ &3
6 2 * Tap Bank Level _ _________________________ ______ ______________________ — 6 3
6 2 5 Reservoir Operation_____________________________ _________________________ __ 6-3
62 6 FuU Reservgr Level___________________ _ _ _ ___________________________________6-3
5 2? Minimum Drawdown LeveM (MDDL) __________________ __________________________ 6-3
7. 0 DE SIGN AS PECTS ,      .7-1
7.1       General________________________________ __________ __________ ___ ___ 7-1
7.2       FeaEures of Rock Fill Dam___________________________________________ M *
7 2 1 Crest Math■____________________________________________________________ 7-1 7.2         2 Berms__________________________ __ ________________________________ M
7 2.3 Camberr
_________________________________________________ 7-3
.    7 2 * Parapet vVafl________2______________________
______ 7-3
7 2 5 Guard Ssones _____________ _____________________ _____ _________                   7-3
7.3       Sasic Design RequlfWMfit________ ____________________________________ 7-3
7 3 1 Safety against ovartoppngi_______ __________________________________________ 7-4
7 3 2 Sfebrfrly____________ ___ _____________ __________________________________ ?B< +
7 3 3 Safety against nfcemal Erosion, Seepage Control Measures ana Drainage Arrangement?-4
7.4
Design of Filter _______________ _________________  ___ ________________ y.g
7.4
1 General___________ ___________________________________________
?.s
7 4 2 Sand Finer Deign _________________________ ____________________________  y.g
Onxnifi WW Design i Sapenviun Erafripiw
to ^sjofcflfron wiffi I'nrcjrgrinrfiMi CcrisiAterats arrf rechn&crers Pvt trdSugjrcjne Oerti'^nncnr Irngahon Pro/ret Qgfgd Qgvgn 0/ Dim and Ajwfeny* Sfruerures
Ja/wary 2013
7.5        Embankment Section _ ________________ __ ____________—----------------- —-—
7 Si Zoning of Mam Dii’i Section and Saddle Dam Section_____________ ____________ ____ 711 75? SheaZones_____________ __________________________________________ _________ -?u
7.6       Stability (if trie Main Rock Fill Dam S Saddle Dam Sections------------------------------- 7-14
7.7       Safety of Slopes ,____________________________________________ —------------- 71i
7 7 1 UpsDWam Slope projection ____ _____________ ________________ .----------------------- T'16
7 7 2 Upstream Skrptf ffT coff eroam____________________ _______________ _________ 717
7 7 1 Downstream 5-ope Pfoteamn ________________________ _________________ ——_---- Jj 17 7.6    Stabll Ity Analysis „_____________ _____ _________________ _________________ 7‘17
7 5 1 PropemH of maienare_______ ___________________________________________ M7
7 0.2 SiiOMy Anatyw_________________ ________________________ __________________ 71B
7 0 5 Result Of Stability'Analyse_____________________________________________ _____  7
9.0 RIVER DIVERSION8-1
z
8.1        The nik factor an tncauntor probability_________________________ _________ ___6-1
=
B.2     Method of Construction __________________________________________________ 6-1
*
9.1      Diversion F coo_________________________________________________________ ■-!
■ B.4 Foundation Condition tor Conduit*______________________________ _____________ Jt-L 9,          J           M ea su res for Seepage control ■ long DI version c and mi ___ _______ _8-7
8.6 Flood Routing Studies
9.7       Coffer Dam .
8-1
5.8
Q 7 1 Stably inHyw 0« Cofferdam________________________________ __________________ _ |q»
8           9           Plug g i ng of Din 5 men C onduita_______________________________ _  a-14
8 0 1 Contact Gtouuog________________________ ______________________________ B15
8.9       Consirutbon Program _ ________________________________________________.8.15
8.10      Structural DniignS of Diversion Conduits _________________________________
Ofwnij WMtf WofM Design A Supervision
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-Jr-Swflircaw Deinf Jln»g*licv? Payees
X>££-air £tesrflfi ch* pgiTi jntf Apptifle^-flinr SfrucrunE^________
&.10   1 Design criBeiria/condltion of analysis
8 10 2 Loading Calculations ___ __________ _ ___________ ___________ —
J*nu*ty 20 F 3
8 13 3
Calcination ol mid span momarrls and shear force for Reach - I
8 104    Loading Calculations (Reach-ll;____________ ____________ ________
8-17
8-17
8 19
8 22
Caicu&aiion of mio span moments and shear force for (Reach - 11
« 24
8 10 6
CSIcutaBw of mid span moments and shear force for Reach -ill
8-28
8 107
Reinforcement CaLcuiadons
8 34
F
926
Other Measurements
9-4
10.0 DESIGN OF SPILLWAY
10-1
O&™ rtramr WiDriis Dp sign & Supsriwcn Emeipm
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January 2073
10.4      Result dI Reservoir Routing {Using Modified Pul'S Mefhod| Computation of
Storage Indicition Cu(7f  ___________ .________ _ _________ —----------------- —------ 10-9
10.5      Stability Analysis Of Spillway______________________________ _____________ -1Ml
10          5 1 Fences acting on [he spillway JOam______ ___________ _______________  _____ 1012
t0 5 2 Siabilty Analysis of Overflow SMfafl__________ _ ___________ ______________—--------- 10"J 2 10          fi 1 Stability Analysis of NW1 Overflow Sedron________________________ _________ 1D_l£
10 5 4 Energy Dissipation Arrangemeni______________ _____________ _________________ 10-15 10 5 5 Down stream '.VtJ____________________ ______________ ____ __________________ J
10.6     Des I fl n of Sp ill C hi nnel below D/5 Waif._________________________________ 10-1 7 10 B 1 Rwch-1 Spill Channel __________________ ______________________ _____________ M>^4 l0fl.2 Reacn-2. Flumrf ^edfln___________________________ __________________________  10-3J 10 6 3 Reach - 3                 '______________________________________________ ________ 10 ■ I* 10 6 * Ream - 4________________________________________________________________ 10- 34 1(J 0 5 Reach - 5_________ '_____________________________________________________ lO-U 10 5 6 Raacn - 6_______________________________________________________________  Id-34 10.(7 Sidewalls _____________________________________________________ ___________ 1Q-3S
r
It) 6 0 inierpreution of results tn theconcrete arsd bouidrr pitching section___________________ 10-35 T
10.7 Grouting of foundation of spillway, HOF and abutment blocks _________________ 10-70
Id 7 1 CdflStfliMrtitjn gr&ynnj___________________ ____________________ ______________  1O.TQ *012 Curtain grautirm_____________________ ___________________ __________________
10.5     Foundation Drains for Spillway_________________________________________ 10-70 10.5     Miscellaneous Features of Concrete Dam (SprlNvay)_______________________ 10-Tl
TQ 9 1 Foundation Galley? ______________  10-7]
10 9 2 AW------------------ -- ---------- ----------------- -------------------------- ---------------------------- ---------- w, ? x 10 9 3 Watersicp-s at Contradjon jounls,____ _____________ ______________ __________ ig_7-
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10.10    Structure I Design__________________________________________________ JO"TJ 10 10 1 Structural Design lor Opening ei Concrete Dam__________________________ ____ 10- 10 10 2 Sump well reinforcement____ ____________ ___________ __________ — l0'73
10 10 3 $iQe Wall Reinforcamftni___________  ___________  ___________ ____________ 10-?4 10 10 4 Design of stilling basin__________________________________________________ 10‘7S 10 10 5 Design of Per Reinrcrcemenf_________________________________________ 10 77
J
10 106 Structural De&gn of Spill channe- _ ____________ ____________ ___________ _ 1O- 8
11 0 IRRIGATION SLUICES FOR RIGHT BANK PRIMARY CANAL____________________ 11-1
11.1  Ge neral____________________________________________________ _________ li’1
11.J Deaton Data, Dam and Outlet______________ _______________ ________________ 11*1
11.3    Approach C henna*  ________________ __________________________________ U’l
*■
11 11.5
4 Porvd Levels_____________________________ _____________ ____________11-2 Gate*  ____________*_________________________________ ___ ____________ 112
»
11.6
Hydraulic Oaeign________________________________ ____________________ 11-2
ni
116 1 Design date*_____________            _     ______________ ___ _____________ . 1X-2
F
116 2 Bel! Moutn_________________________________________________________ 11-3
■F
11.7     Energy Dissipation Arrangement _______________________________________ ll-a
117 1 HydraulK Design of Stilling basin________________ ____________________________ 115
117 2 Struciucal Design of stilling basin _______________________________ ____________ It-8 11.6      Design of Trash Rack off Sluice*11-10
11.9 Structural Design of IrrtjiUon Sluice______________________________________ 1VH 115 1 Oesgn 3$ per option I____________________________ ____ _______________ ____ IMS
12 0 IRRIGATION SLUICES FOR LEFT BANK PRIMARY CANAL ___________________  12-1
12.1  General
12-1
12.2  Design Data for Dam and Outlet__________________________________________ 12-1
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January 3013
12.3       Approach Channel ----------------------------------------------------------------------------------------------------- -1
12.4      Pond Level________________________________ ___________________________ 121
12.5      Measures for Seepage control along Irrigation conduit ._------------------------------------ 12-2 12 6 Gate*___________________________________________________________________ 12 3 12.7   Hydraulic design___________________________________________________  - 22-2
12 7 1 Design data__________________________ __________________________________ —— 1Z_3 12 7 2 Be« mouth________________________________________ ______________________
I2.fi       Energy Oiaaipation Arrangement
_______ ________ ________________ 12-5
k
1? 3  1 Hydraulic Design ot Stilling Basin________________________________________ 12-C
12 0  2 Stmctural Design of sii’hng tann __ ____________ ____________________________    12 9
12.9      Deaign of Tr«h Rack of Siukes__________________________________________ 12-11 12.10   Consolidation Grouting________________________________________________ ll’ll
12.11 Deal gn of Gate WelJ___________________ _________________________________12-12
1211 Structural Design of Irrigation Conduits12-B7
12 11 1 Design cnceriai'condition of analysis__________________________________________ 12-87
12.11    2 Loading Calculations __ _______________________________________________ _12-87
IF
12.11 3 Reach-1 ___________________________________________________   12-84
12.11.4 Reach-fl ___________________ ___________________________________________ 12-M
12.12   Reinforcemem Calculation*12-90
13.0 SADDLE DAMS_____________________________ ________________ ______________  _
3d
13.1      Ge neral, _____________________________________________________________ J J-1
13.2     Saddle Dam-I__________________________________________________________ , 3, j
13.3      Saddle Dam-li
REFERENCES_______________________________________________________________ ANNEXURES_________________________________________________________________
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List
frn$ihon Prp^J
SlnATfiirB-j
List of Tables
v^nua/y 20 F 3
Pages
Table- 4 1 L&caiion al Borrow Areas for GonsKuCtiCun Materials___________ 4-1
Table 4 ? Require-roem of Cofts^ucfrop Materials for shell ana cijy.cjye ______________________ 4-2
Table 4 3 Summary o1 iafr teal result for cc^e material' _____ ______________________________4-3
Table 4 < Pctenim Swrafor Rocfc Mitera)_________________________________________ 4-7
Table 4 5 P-qqosbJ shell malenal Lab lesl resuH - suminjr^ _______________________________ 4■ S Tjdie4 6 Proposed shte-H maienai iab lesl result- Sunman__________ ______________________
Tabe a 7 Proposed Quarry site labnraLdi^ Ces1 resul____________ ________________________ 4-11
Table 6 1 Calculation ol heebcaraal FRLand MWL_____________________________________ 6-2
Table 7 1 Seiedec Design Sand Filler Band____________________________________________ 7-10
Taole 7 2 Zam^g or TJaid Darn SfrCBOfr Jryj Saddle Dan Section^, k^glgrial Ttfoes__________ T-11
Table 1 3 Minimum [Igsifed Values e^Faaqr^ afjafelv and Type of Snear____________________ 7-15
Table 7 4 Properties pi malenal adopted in lhe staoilly analysis___________________________„7-1B Ta&e 7 5 Factor pi sa'eiy of Slopes or Mam Dam______________________________________ _7-1 & Table a t Ouffl&JE thrown ijiuersipn cpmJutt farvari&uS reservoir level________________________ B-3
Table 6 2 InfiQw- Outflaw Hydrograph
_____________________________________^-5
Table 9 3 ReservQi' Eievanc* - Storage Relananship _______ ______________________________ B-fi
1
TabieB 4 Reservoir Rouiing by Wotfifieo Pul's Method_________________________  B-S
Table 6 5 Factor of Safety of Slopes of Coffer Pam____________________________________ g-9
Taoie a 6 Moment Distribution ■ Reach-I)_______________________________________b-32
Table fl 7 Mortem Qistrebunan Reach - I:}________________________ _____________________ s-32
Table 8 8 Moment Distribution l Reach - 11 fl_________________________________________  a-33
Tatufl S 1 Slgtemem Of msl rum er.1 at ion prpyidea - n mam dgm____________________            9-4
Table 13 1 Ordinaries.pi ijpsifEjjr .and Doflnsrrea'n p-ofiie__________________________________ ^.5
Table iQ2 Lipper Nappe ProMe_______________________________________________________ 10.7
Qrafflid ii'V-Brcr ^'arks Ljffi'Jr & SulB#A4*C¥l EflJfrjrprtje
fri AiEQOali^n wpIR frMWEflntiMflfll CtMfUKafllS arif Tcciiicacni. 5 PVf LM.
,Aiya-DrwffteM*
Oe^tapmenr irnyaf-iXi Andeer
Derail EteSijjn ot Pam and Appudenanr Sr/DCnW-5
Taoie l 0 3 Detail of Raima Curve of Spillway 
TatM ID 4 Values of Reservoir Routing b Modfied Pul's Method
Ju/rir-sry 20??
—
v
Table 10 5 Results of StaWifr Analysis al Overflow Section
Taele 10 6 tai Daia Reialma to Stabditv Analysis of Overflow Section Table to 6 (bj Load Comoinahcns lor Stability AnafySiS.gf Overflow Sectiiqn Table 10 6 tc) Loadinq Conditions
Ta Die 1D7 Des>qn of Sulhnfl Basin for Rouled Flow for PMF CblxJiliQn
10-9
10-15
10-.1.3
l£U
10-14
10-17
10-19
Table 10 8 Oesiqn p1 Stillmq Bas«n for 50% Rouled Flow
10-20
Table 10 3 Result of spdl channe upto confluence pomi erf Wama
10-30
T able 11 1 taj Data USW for Stabile Analysts of NOF Bl pen for Irnqation Slices
11-12
Taoie 11 i (bi Result of Stability Analysis of NQF Block for Imqation Sluices
11-14
Tat»e 12 1 Reach-I of Imqation Contjyits
12-100
Taule 12.2 Rcacn -1. &f irrigation Conduits 
12-101
*
Table 13 1 Factor c-1 S^feiv o1 Slopes of Saddle Dam
13-1
OrtvM Wafer WttrtcS Design & SupeftiiOn Enterprise
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Prc^ecf Qg^ail Design erf Dflffi j/id 4ftpm3erianr SfruciUjres
Lisi of Photographs
Lilt
January 20 tJ
Pages
Photograph l - Dam Site ano Che Abulments Landform_____________________________________ 1-3 Photograph 2 - Roc* Outcrop ai River bed Upslream of Dam site_____________________________ 1-3 Photograph J - Ridge Forming Leg Atjutmgnt pf Dam
Photograph 4 - Reservoir Area Upstream of Dam Sue
List of Figures
List
Pages
F»qure:4 _l Mgg Snowing Sorrow Areas for Rtxxfiil shell,_________ __________________________ 4-6 Figure 4 2 SheH material productions______________________________ ___________________ 4-S
‘■i
Figure 5 1 riarard Map at Elhiooia _______ ______________________________________________5-1 Figure 10 1 SpiUway Rai ng Ci^e____________________________________________iQ.g
Figure *3 1 Stability analysis oi Downstream slope of Saddle Dam-t (Non-Seismic)______________ 13-3
Figure 13 2 Stability an^ysu of Downstream slopeof Sadri'e Dam-I (Seismic) __________________ 13-4
Figure 13 3 Statiiirty analysis pi Upstream slope cil Saddle Dam-I (Non-Seismic)________________13-5
dr
figure 13.4 Slatxlity analysis of upstream slope of Saddle Dam-t (Seismic}_____________________ 13-6
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ACRONYMS
rtofirofllal Sfijnn Coefficient
Vertical Seismic Coetf.cieni
French Engineering Consonant in naooatron *nn l$l and BRGM Bureau a( Indian Standard
Effedive Coheimn
Construction 09^ n Share Company CirtK Meier cm?' Spccnd CoEfficiETii d1 IJnilflfmily Coefficient orCucvaiure
Average Deptr erf WNef Down Stream
Elevi'ian
Earth Quake
Hor jonlai lores equilibrium Moment EquihOnum Factor of Sa'eiy
Fetch Length m Km EHedrte letch 't-ngRi
Full Resemoir Level
Gn*at Poiit-oninj System General Lim< Equilibrium Siqnrficani V^ave neighl Dtrvgr Wave height Hectare
Height ot Dam Head over Cresi toaian Standard Wkm LtJhgLh Length q1 BMin Liquid Limrf
M                        MiKhmi
MOWR MWL
Mrmtry d Watt* Reiourcea t.ta umurr- Water I ewl
MDC                            Maiintum Of Deni4y
OfEm* ftw ttaAi J.*iigr & Supwviaun fns**i’pnj<.
Jr JlAMCMhan mfurtw^,rConiufr^w i inj F i>. fith^ ■ d i. Pyf . rdSliSftTTine CevSkJprWJW fmffjfrQn Pm^cci Dwarf Dt&gn & Pww bvkJ -dpptfferijnt SfrucftHTJ
jjpufry 2QJJ
MDDL NMD OMC OWWDSE Pi
PL PMF $
Q
R
Minimum Draw Down Level
Natural McClure Content
Optimum Moisture Content
Oromia Water WorKS Design A Supervision Enterprise Piaslicity indei
Plastic Limit
Probable Maximum Flood Angie of Internal Friction Discharge
Wave Run up
RC
RD
RL
S
Reinforced Concrete
Relative Density
Pore Water Pressure
Slope
tbl
TEL
UTS
USSR
Top of Bund Leve.
Total Energy Line
Upstream
United Slates Bureau of Reciarnaiion
UTM
V
■7ES
w WAPCOS //WDSE iPPtS TAP
Universal Transfer Mercator
Veioaiy of Flow
Vertical Electrical Sounding
Top^VHjiri of Crest of Dam
Wafer ano Power CDfisuftatncy Services (India) Limiters Water WorKS Design 4 Supervision Enterprise integrated Personnel and Payroll inErastructure System Toois and Plants
Ommm WaJr/ iflfart.r £te#gn 4 Supervrstfin f/tfff/pnw
In AH&ibM mtf ■ .'■nfeiran^wnliJ CcftCufflVtfi and TecfrioeWa Pvt Lid
■-Km-pg^lf Desigfl1 of pjm jntf AppuflBinOT StajCtaEW!
Jjnujjy 201.5
SALIENT FEATURES
A,          J   Location
1 Nationa, Region State
Orpmia
River
■ he Dhidhessa tributary &fAbt?sy River
Project A/ea
Lar tide- ft'-30'-00’ to ft’- 4D - 00 ' N
Longitude to 3tf-4 J-OF E
Bi ~d   Hydra Ion
n Calcnrtiflrfl area up to Che proposed Care         5632 64 sq km
Catcnment area upto Confluence wnih Aobay Rive*
3-i 0C0 sq km
j
__________
_____
Annual Rainfall
2013 mm [Dembi) to 1417 mm fAgaro)
Average Annual Ramfall
1453 mm
____ ______
C)                Project Benefit!
..2
kngation Benefit?
Cultivable   command   area   d   80000   nectare on both banks
Dj                Main Cam            *
"fpe d Dam
Rock, fill Dam with central impervious core
Location h-
i] Left Abutment (Ai El 1359 00)
■F
Easting 243028 □?
*
Northing 94229ft 51
II) Right Abutment
Easting 243307 9B
Morlhing 942711 32
River Bed Level
EL 1312 Odm
Mutonum height
47 DO m above nver wd level
Dam Cf Ml width
1D0m
Lcngih at crest
502 473 m
Dam Crest Lewi
EL 1359 0dm
Upstream Stops
From El 1359 00 to El 1342 00 - 2 75H IV
Fr&m 1342 0Q tp El 1334 00 - 3 OOH IV
From El 1334 00 !o El 1324 DO-3 25H 1V
From El 1324 0010 fiver bed “ 3 5H IV
Orgmui bVaJev rttrfh Design fi SqpsrvHKXi Cnrripn^di
in jfl^j’ooafcor’ M h Me rcon line rtf ui CcvtjdilTani!: a/iri T<h;?ir<K;i ai'S f M Lftf
r
*I
I
ane Derffeownr
Prryec.1
Oeteir Dw jg^ of P*>n and Awjrtenani Sfructuw J
I
Dcwnsiream Stape
From El 1359 00 to El 1342.00- 2 25h . 1V
From 1342 00 to EH 334 00- 2 SOU. IV
I
From EI13X 00 to El 1324 00- 2 75H 1V
From Ell324 00 to mrtf bed - 3 00H IV
I
Berm
6 m perm aL El 1X2 00. El 1334 00 4,
El
1324  00  on  both  upslraam  and  ddwnstre  am
stopes
I
E) Saddle Dim-i
Cresi width
8.0 m
I
length of Saddle dam
71094m
Type
Rock fill dam writi central impervwus core
I
I
Maximum Height
17 0 m above the ground level
Location
i) Right Abutment Point
Easting 244480 97
Northing 942579 330
I
ii) Lett Abuiment Point
Easting 244131 26
I
Northing 943158 67
F) Saddle Dam4l
*
I
Crest wH±ln #
6 0m
Length erf Saddle dam #
397.04m
I
Type
Roc* fill dam With central impervious core
Maximum Height
10 50 m above the ground level
Location
ii) Right Abutment P<xnt
I
Easting 244971 99
Northing 942300.52
I
ii) Left Abutment Point
Easting 244514 90
I
Northing 942464 06
Gf Spillway (Un-galed)
I
I
Location
Right Bank Saddle-l
Type of Spillway
Un-gated Ogee type
Design Rood (PMF)
3000 mVsec
Crest Level of Ogee
EL 1354 00m
I
I
I
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Spdiway outflow irouied Discharge i           1515 28 ffl7» Great level of Non owe' flo* Dam               EL 1359 DC m
Clear wKtin of spaway CflMt Mamffiurn flood hfl over cwt
Hl       Reservoir
1250m
300m
Maxinrum Waler Level (^IWLl Fufl Reservoir Level i.FRii
EL 1357 00 m
EL 1354 00m
Surface a ea a! FRL
r
106 39 Km
Surface area at MWL
115 05 Km'
1)
Minimum Draw down Level
Min*mum Oaw Down Level(MDDL»
EL 134? Om
River Bed Level
EL 1312 C m
J)
Reservoir Capacity,
a Maximum Water ie*ei ■ MWl i
2256 30 Mm
b Full Reservoir Level 4 FRii
1924 60 Mm'
e Mirwnum Dra* down level .MDDL) 074 7
0 Mm
d Live storage
1049 90 Mm‘
K|
Out let Work* *
i) Lett Primary danai (LPC ■
■
IB-
Location
Left Bank A&uimert
Duchar jng Capacity
FSL of Canai
Sm 0* the 'i-ngation out *el hi Right Pnmar^ Canal (RPCl allocation
L.i Discharging Capaoty C) Canal FSl
dl Sue oi Irrigation oullet
tl         Utilization ot Watar
uuiizaiion lot Irrigation
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56 00 n’.l
EL 134000m
2 50m jW- ■ 2 5Om K, RC Duct
Righi Bank Sagcne Dam I
56 00 m’.-tec
EL 1340 Um
2 50 m < 2 50 m RC Dud
1049 90 50 Mm'
Al BO it e«ca*dtnce prppar % ,e aDoW Dc-fryn qf Dam antf Appurtenant Sirucfu/rs "b
M) Command Area Detail
JdriuAfJr 3015
Grass Command Area (GCAj
80000 ha
Cultural Command Area (CCA)
SWMOha
Left Bank Command Area
434)30 ha
Right Bank Command Area
36970 ha
FSL of canafc
EL 1340.0 m
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1.0 INTRODUCTION
1.1    General
The cam site is located 1 5 km upslream from the confluence of Dhidhcssa River and Wama Rwr war Aga in Jvna zone This srte for location of dan is me same as nad been proposed for th® imgfflfon proieel eartef
Arjo-Dntdhessa krgabon project comprises OF 47 0 m high r-ocK fill oam on rarer Ohidhessa fo* impounding inflows  of lhe river during the monsoon period The stored water will pe diverted mto canal system on both the ngN aod left bank for providing water through a network of canal system for imgali&n in lhe command of SOOCO ha ifr-gaote land The protect is located about 360 km from Addis Ababa ano rs accessible via Bedete, which is about 40 km from the project site
The Project comprises Of
i) 502 473 m long and 47 0 m high rock Ml oam wi|n central impervious clay core
nj       Spillway, on lhe right bank of river m the Saddle Dara-I
in)       Saddle Dam -J. 710 long and 17.0 m (deepest section) high rock Bill
dam on both Hanks  of spillway  and nomver flow blocks  The length of Saddle is*7W §4 m which includes spfSway. non overflow Mocks aM rock rai dam on both Hanns of spillway
iv)          Saddle Dam -il 397 D< m song and 10 m high roctc fill dam adpcem to Saddle Dam I
v)            Irrigation slu^es tor drawing waler from the reservoir for 1he nghl bank pnmary canal proviOM in Saddle Dam-t ad|actnt to ■spillway
vi)         SbccmxS irrigation stuktes taking oH from 1he left abutment the Mam dam
to the left bank primary canal
r
wi)  For  river  diversion.  3  number  conduits’  of  2  25  rm3  0  m  each  and  about 391 m long nave been provided atang right flank oF over
1.2 Main Dam And Saddle Dams
1.2.1   Type of Dam
,
Considermg the topography  and me foundation rock  tonmalron rock  fill dam section with an impervious  clay  core has  been provioed Construction materials lor rock fifll dam are ava^abie near the dam site area
1.2.2   Dam Section
The dam nas been provided with the positive cut off up la fresh rock in lhe foundation with sme slopes m ire cut off trench of th tv Grout curiam wrth
L
grout cap have been provided
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Case l! Chilnafewite River Parameters wrth pr-owltioo of Flood Prcleolan Embinh merit
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2000
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Elevation
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Offset
Elevation
Ott«t
13278     [ 1327J      1327 8     1327 B
13279
1328
1328
91 77
1 329 33
79 98
1329 27
9096        90 33        88 61
88 28
1327 9
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1327 9
8b 85
8 b US      65 94
Northing
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1328 44    1328 SB ‘ 1328 77
1328 8]
1328 85    1329.00
1329 09 1329 09
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1329 23   1329 33
1329 30
1328 1
80 74
1329 30
13242
80 D2
1329 2E
7981         7911        -77.02
/b 84
1329 00
75 67        74 15
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-68 61
1329 27
1329.24    1379 03
B77 62
■ '■*! "■ |
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65 98         -6540
64 75        63 R3
63 47
Elevation ’ 132500   I 1324.76
1324.31
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1324 14
1374 DO
1328-39
61 42
'13>3 17
132600
61 00
1123 00
59 79       58 82
1322 45 1322 00
1327 00 132665
58 40     ■57 74
1321 ai 1321 26
1326 33
—^18 ■ ■ 1
112600
67 03
132S 40
36 35        Sb 69
1323 08    1321 DO
56 37
1320 Bd
Offset            M 69
S3 84
Elevation
Offset
132000
1319 63    131900
52 10
1318 86
51 42
1318 ^2
50 31
131841
49 73
■49 70       49 04      ■47 49       43 14
bmoo 1318.00
26 55 2645
Bl 7.91
2593
3317 89    1317 66
40 30      ■38
1317.52 < 1117-43
36 68
1317 37
35 92
■35.22        34 93
34 46
5184
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19 80        17 75
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131700
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27 33
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57 43
1317 00
131700
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57 79
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1316 95
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1316 83
1340
1316 71
30 59
1317 00
59 OS
1317-00
1316 80    1316 7$
Offset
Elevation
Offset
Elevation
Offset
Flevatton
Offset
Elevation
Offset
Elevation
11 67
1316 65
20 02
1317 00
32 85
13)700 1
6018
131700
98.21
1318 00
8.17
1316 50
20.41
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9981
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131629
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73 62
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1316 20
26 91
1317 00
57 24
1317 00
79 57
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395 40
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Offset         •IDO         98 72 Elevation    1330 2       1330
Otf«r                   69 94       -69 93 Elevation   1325 00 : 1325 00
Offset                  S4 50     -sa.u
Elevation   1321 18    1321 00 Offset         1987        12.42
Easting
244377.462
943789.703
96404
1329 6
bb ?B
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1320 31
147
1316 38
2045 1317 00
42 84 131700
59 19 1317 23
9136 131770
93.775 1379 2
65 74 1374 00
50 36 H 132OOO
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27 78 1317 00
43.13 1317 00
59 83 131724 92 02
1317 70
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1373 44 1323 DO
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69 973
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15 63       15 70 1316 00    131600
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1317.00    1317 00
44 14        44 19
131700      IJJ700
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81 71        82 50 1317 55    1317 56
Northing
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1377       1376 4       1326
61 38 6047 -58 1?
1322 96    B72 72    1372 14
40 56        39 56        34 47
131793]    131788     131765
15 95        16 16        lft4S
1 322 06
26 49
1317 30
1325
-57 63
1322 00
20 07
131700
Elevation
Offset
Fixation
Otfwt
1317 00    1316 79 1842            1M5_
1316 39     131700 uswa
131600
131600
72 438
1325 5
57 95
137208
-3157
1317 52
16.79
131600
1709
131600
17 31
131600
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92 537
1379
65 20
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5009
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1319 93
3.64
1316 34
3ft ia
131700
43 60
89 831 1328 6
63 93
-
1323 SB M   4681
131900 4 58 131632
32 14 131700
43 64 1317 00
■■           i 80 32
1317 54
35 76
131700
44 73
Elevation
0H«i
Elevation
Offset
Elevation
131700 131700
46 17 58 59
131700 131722
88 96        90 25
1317 DO
7977
131752
93 05
131600
37 24
1317.00
44.80
1317Q0
B4 31
38 12
1317 00
45 30
131700
85 12
38 77        40 21
1317.00 1317 OO
45.43         45 81 1317.QO '  131700
86 16        87 08
40 50
1317 OO
45 96
1817 00
87 89
131763
1317 64
9173
94 $8
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131700
B3 29
1317.58
95 94
131759
96 98
98 90
10000
1317 66
152 53
131900
1317 68
131772
131? 73
463 28
1317 75
519.86
1317 76
131777
ni7 79
1317 60 1317 62
97 28         9870
1317 79 1317 82
1317 07
1317 85
Offset
306 99
355 91
Elevation
239 60
J 320 00
1321 00
1322.00
403 15
1323.00
132400
1325 00
Ch. 2400
244278.221
89 728 ■88.769 03 786
1331 1 1331 1330.4
Northing
Offset
Elevation
100
96 603
Easting
% 557 96 518 -96011
80 135
-77 041    ■71 823
1332 5
1332
1332—J
1332
1)319
1330
13296
•48 81
1329
943784 725
66636 -65.761 P&4 945
1328 1 1328 1327 8
Offset
61 24
57 57
1326 12
57 10        56 83 1326.00    1325 94
-■ •
56 21
54 11
-5300
45 33
Elevation
Offset
1327 00
>40 70
1325.79
1325 27
1325 00
-49 96
1324 28
49 26
1324.11
1324 00
1323 14
•44 78 42 36 41 21
132300 11322 32 132200
38 18        37.66 1     -35.46
■3344
32 78
-3117
‘27 52        25 65        24 31
2156
-20 89       -19 54        19 12
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Ch. 2400
Elevatwn
Offset
Elevation
13?} 84
-
1321 00
■
Fasting
1320 Bl 1320.00 1319 24
244276.271
1319.00   1318 69
Northlnf
BIB 00 *1317 68 1317 44 131700
943784 725
13)667     131600
37 68         16 87
131500 1314 67
1552        14 95
331400 131391
18 02 1804
-14 89
131391
18 09
131406
-JS.78
1313 74
13 05
-12 62
9 59         2 49          2 79          5 99
1313 63
1313 65
1313 39
7 81
1314 05
1315 27
13 11
1313 94
Offset
J.7^             IB 01
131399 1314 01
18 72
1314 38
1313 66 13l?67
21.82 21 82
1313.95
21 91
1316.00
21 92        26 37
Elevation
1314 02    1314 03
19 37
1314 70
19 93
1315.00
2013
131511
131600
1316.07
Offset         4387        46 03        47 06
48 12
131640
49 17        50 22
51 34 52 60
1316 45 131647
54 32
131600
5574
Elevation 1316 34 1316 37
--------------
1316 39
131643
1316 49    131651
57 34
1316 54
59 13
1316 56
131600
61 07
1316 59
Offwt         64 37
Flevalion 1316 M
66 43        67 39
1316 67
1316 68
69 33
1316-71
1316 42
83 01
131? KJ
&3 9O
131700
84 89
13f? 00
86 07
r                     87.49        67.52
89 26
1317 00
90 36
91 87
131700
315 30
1317 CO    131700
1317.00    131203
62.35
131661
92 Ofl
131703
Offset
Elevation
95 44
97 94
1317.13
98 95
131715
100 OO     132 87
1317 17 By oo
707.59     262 01
359 46      407 98      462 21
517 95
1317,09
131900    132000
1321 00
132200    1323 00    1324 00
1            Ch.2300
Offset           100       •99.329
Easting
244180 531
Northing
■
99225
99 183     98 636      97 383
■ ■■ LI ■----- -------------------------------- -
97 048      95 359
132SOO
943103.020
90 941 T   89 718      89 197
Elevation |B3O2
offim           8919
1330 1      1330 1
1330 1        1330       13299
86 34
84 69   P-82.2S         81 42        79 60
1329.8
78 42
1329 7
-77 90
94 361
1329 6
76 09
93 133
13294
91 541
1329 3
1329.2
7$ 20        74 55        73 55
1329
73 16
Elevation ' 1329.00  ' 1328 70
1328 S3
69 71
1328 28
1328 19   132 8 00   1327 88    1327 83    1327 64
OfffM         •72 05
■71 18
-69.15
M 98
62 99
1327 55
-60 23
1327 35
■56 21
Elevation i 132? 23
1327 15    1327 00
1376 95
-69 06 68 90 66 20
1126 94 1326 93 1326 68
1326 5?
1326.39    1326 14
1127 49 132738
-59 69        5860
1326.10 1326 00
37 57        3561
1325 78
Offset        -54 93        -52.56
50 64
4984
-47 65       47.02       -46.18
40 74
-33.33
1329
72 44
132? 27
55 74
1325 74
32 68
r~
Elevation   1325 66
132545
1325 26    1325 19
] 325.00    1324 86
1324.70
44 ]4        42 30
1324 34 1324 00
1323.67    1323 00    1322 54
1322 00    1321 67
Offset          31 40
Elevation 1321 00
■ 30 38
29 85
1320 00
533
131540
29 00
1319 33
28 59
27 90
1318 52
•27.36
•27 15
•26.80
24 85
131700
23 31        22 37   l 17 34           16 84
1320.32
0 67
1319.00
131815    1318.00
1317.83
20 05
1316 79 1 1316 67
I—-— »
131600
offwi-           -1050
8 96
10 03        11 B4
14 80        19 84
-
20 06        20 06        23 42        24.18
Elevation
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North! nf
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65 46 137015
80 78
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38 40        19 11
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48 13         4814
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68 19        68 92
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82 94        83 24
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January ?QT3
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943976 227
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flrvvtiQn fB15 83 | 1315 8?
Offset          17.37        16 63 Elevation   ' 131542     1315 16
Offset        •10 61         9.39 Elevation   1311 CO      11]] 0/
Offset         41 06        47 97
Easting
243383 431
1315 81   1315 B0   1315 79 14.67        14 06        13 45
131400    1313 53    131300 17 62        14 85        15 28
1313 73     131400      S3]4 21 49 75        51 75        M.S?
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1318 21    1318 75     1318 79
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Non hint
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16 14
1315 82
15 77
1315 80
15 30
1315 00
1334 73
1314 42
■           ■ III f                1
Flcvallon 1316 61 | 1316 75
Offset        62 74        6523
Elevation 1317 87 3318.00
OHjci          72.24        72.48
Elevation 1318 15 1118 16
Offset        as 36        85 70
Elevation   1318 4?    1318 43
Offiti       54 9?        95 67
Elevation    1318 59    131861
0 86         6 53
131192 131251
46 35        46 86
13I7OO    1317 03
65 72        65 74
131803     131801
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13181? 1318 18
86 09        87 15
131843 131845
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11 30
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1112 00 mi as 131100 1311 00 Bn oo 37 49 33 26 33 33 33 37 33 49
131595    131600 '   1316 01    131601     131602 5522         56 50        57 72        S94B        60 27
131748    1317 55     Bl? Bl      1317 70    1317 75 69 20        70 27        70.43        71,29        71 47
1318 09    1318 13     BIB 11     1318 13    1318 13 79 73        81 60        81 94        83 66        83 96 BIB 31     1318 34     BIS 35      1318 39’  1318 39
91 34        91 85        97 79         9141         94 14
1318 53    B18 54     1318 55     BIB 56     1318 58
579 96      634 64      705 58      814 97
1320 00    1321.00    1322 00    1323 00
Ch. 1300
19096       17901
fasting
Offset
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243312.615
99 617
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943777.590
89 517
89 282
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29 72
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88 492
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January 2013
Ch.800
Otoet        422 06
384 79
242967.726
Northing
943956.483
99 761
97 002
94 414
Elevation      1322
1321
341 64
1320
21 12
fasting
306 27
1319
-21.01
1315 00
100
13157
■20.93
90 242 [ 85 677 45 275
13156 13155 1315 2
3 49         1 27          197
21 876 -21 763
1315
Offset
'2)70
■21 51
1315 7
1297
1315 6
8 SB
1314 69
1315 6
6 54
1314 64
3 25
Elevation
Offset
Flevatlon
Offsrl
131500    1315.00 --- ——
131500
I—’-- ----- -
1315 00
1314 80
1314 45    1314.39
1314 43
1314 62
109
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20 49       21.26
1315.CO 131500
48 99        49 99
21 70
1315.00
48 90
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SI 00
41.97
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5\12
42.04
131500
&S9
44 23        4653         4667
131500 131500 1314.94
S3 83 75 51 Mtt”
4668
13)4 99
79 9b
47 74
1314 94
82 41
Elevation 13J4.B9
Offset        85,65
1314.90
87 42
Elevetlcn
Offset
Elevation
ms.i?      1315 26
342 00
132000
437 74
J 321 00
1314 85
80 41
1335 31
478 77
1322 00
1315 DO
50 11
1314 86
89 40
1315 37
253 71
1318
20 98
1315 00
38 39
131500
SO 07
1314 03
90 68
1515 43
1314 83
91 98
131S5O
1314.84
93 44
131557
1314 87
94 92
1315 65
1314 74 1315.00 131500 131500
96 04 97 67 98 24 too oo
131571 131579 131582 1315 91
1315.00
1S1 23
131800
IB 22
1M&00
47 79
1314 94
85 17
1315,14
239 02
131900
czz Ch. 700
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2 42069.667
Northing
Offset        375 32
Elevation
Offset
Elevation
1320
21,54
131500
263 13
1319
Easting
--225         jlOO
1318 13156
54.402
1315-3
-53.51 1
13153
52 591
1315 3
22 224
1315
22 159
1315
•22 00
1315
21 883
1315
943975.732 21 803        21 7
1315         1315
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21 30        21 35        21 1? 1—■ 1                         ■■■■■
•21 16        21 1?        1981         18.69        13 87
841
■5.68          4 16           326         ■2 67
131500     J31500     131500    1315 00    1315.00    1314 50    131400     1314 22
1314 47
1314 60    1314.67    1314 71    1114 74
Offset           JJ6
3 64          4 14          4 90          5 94          7.07         14 44        16.73 ——      i    r ■■ n mi
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1314 87    1314 76    1314 73    1314 69 1   13)4 63    1314 56    1314 14     131400
....           33 IB
Elevation
Offset
Elevation
1314 76
37 14
131564
1314 41
41®         4-1 51       47 43        48 87        51 41        51 88        54 34        55 34
1315 00    1315 20     1315.28    1315 50
57 21
131600     1316 08    131621     131623     131636     1316 41
59 13        60 21        63 02        63 40
131585     131590
4
131651
131660     1316 66    1316 00    1316 82
Offset        66 59        66.61
66 62        66 06
68 27
100 00       174.37
254 79
339 89
45364
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January 20 r3
Ch 700
fasting
242869.667
Northing
943975.732
Elevation
131699     131699 ■ 131699 ] 131700 1317.03
1317 78 ] 1319.00 ] 1370 00
J32lOO| 1322.00 [
Ck 600
Offset         389 99      274 27 Elevation       1319         1318
Offset          92 33        92 01 Elevation     131500     131500
Offjtt          72 18       •71J7 Elevation    1315 00    131500
Offset          62 85        62 05 Elevation    1315 00    131500
fasting
258 57        100    l   99 673 ni7          1315         1315
91.79        90 77        90 59 131500     131500     131500
'   -— -■ 71 58        71 39       •71.21
131500     131500     131500 -61 31        60 24        59 51 1315.00    131500    1315 00
48.07       -48 02        47.74
r-n- 131500     131500      131500
142775.713
Northing
944000.744
99 184
98 648
-97 869
96 191
95 392
93 473
-92 799
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89 56 89 43
131500 13J5 00
97 214
1315
131$
1315
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B8 14
131500
70 03
-94 275
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87 87
1315 00
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87 44
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M 31
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63 63
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48 98
131500
88 71
131500
70 32
131500
-55 65
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46 69
131500
131500 55 02
131500
■46 47 131500
———
1315
88 03
131500
-65 81
131500
50 38
1315 00
43 49
131500
131500 131500
■50.09        4991
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43 38       -42. *4 131500     1315,00
49 79
131500
^2.61
Elevation
Offset        -42 23
Elevation    131500
48 91
131500
40 85
131500
Offset          2171       -21 61
Elevation    1314 00    1313 92
Offset          6 65          712
Elfwarlion   1313 02 1 133306
offsd          42 81         4550 Elevation     1316 00    1316 18
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-40 48 131500
20.48
1—• 1313 00
40 08 1315 00
-2041
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7 92
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47 95
1316 34
72.74
1317 32
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39.20
131500
19 26
1312 00
11 83
32 15
131500
461
131295
24 11
1313 26
50.49
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1314.68
131500
57 99
58 16
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24 78         3051
1315.16 131542
62 88         6346
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52 26
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58 49
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47 61
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■3920
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17.39
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53 46 131668
82 07
70 58 1315 00
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46 89
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38 65
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84 87
70 49
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56 78
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38 26
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30 88       -2293
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5.92          6 23
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1314 54
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131695
131700
131709
1317 10
131719
75 41
1317 39
77 46
131744
92 69
94 58
100 00
13788
201 57
277 02
370 90
1317 55
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January MU
Ch. 400
Offset         476.49      390 14 Elevation       1321         1370
Offset        -96 06        95 52 Elevation     111500  1 13)5 00
Offset          9? 68       92 37
fie vet ion    1315.00    1315 00 Offset         37 CM     ■ 16 01
elevation     131500    1315 00 offset        -2212       -22 45
-- — - ---- Elevation     13)5 00     131500
Offset          025           02? Elevation     )3)S 82    1315 82
Offset         53 03        54 70 Elevation    1316 12    131615
Offset         75 26        76 06
FJevation    1316 51    1316 53 Offset         92 flfl       93S6
Elevation    131680     1116 BJ
East inf
295 75     234.91     72b 11 1319        1318        131? 95 15        94 99       94 64
4 -- --------
131500     131500 J315 0O J- - ——
77 63       66 34
1——■
131500    131500    131500
242589 915
Northlnl
943949 753
100
1315
94 30 1315 00
50 3B 1315.00 ' 3V11 1315 00
19 W
131500 13.21 131588
59 97 1316 25
82 44 131663 99 52
J3169O
99 687 1315 94 17
ms.oo 49 16 131500
26.56 131500
1IJ94
-. 131500 46 16
l3160o] 6065
l
99 026
1315
93 90
131500
,•98 763
1315
1315.00
9fl 258 97 206
1315         1315
93 30        93 23
131500 131500
■96.996  [-9& 642
96224
1315
■93.10
131500
3S 10         34 16       33 12 L3J50O   1315 00    131500 -21.90   " 23 24          20 U 131500     131500     131500
029          0 48          7 ?0 13JS82    131587    1315.86
S4fl7         56 67        58.07 1316 16J  131619    131621
76 62        79 63       80 05 ) 3)6 54     131659     131659
95 33        97 IS        97 65 1316 84    1316 86    131687
-----------~
131626
82 80
1316 64 I 100 00 ]
1316,91 |
46 97 131500
26 03
__ -
I3J 5 00
■1B.4B 131500 46 17
1116 00
64.18
1316.33
84 54
1316 66
180 87
131800
-45J2         43 68
131500 131500
25 42        74 81
131500 1315 00
18 09        17 75
131500     1315.00
46.25        46 30
1316 00    131600
6546         6652 1316 34    131637
84 96        86 42
131667 131669
289 46      426 96
131900 1320 00
42 16 131500
24 25 1315 00 -17.46 131500 46.41
------— ~ 131600
67.77
1315
■9347
131500
-4059
1315.00
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131500
■17 ia
131500
39 11
ms
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37 84
46.47
131500
-23 48
13)500
-15.B1
1315 00
46 58
1315.00
7104
1315 00
0 23
1315 82
52 85
131600
69.93
1316.00
1316 12
1316.39
88 03
131672
986 89
1321 00
131642
88 58
1316 73
712S
131645
72 37
131647
90 36 1316 76
— 
91.05 I 1316.77
Ch. 300
Offset         49072
Easting
242516.239
943882.776
402 16
‘283 71
1— J-
Elevation
1321
1320         1319
213.63
1318
183 78   d00 1317         1315
99.156
1315
96306
96 185
1315
Offset
Elevation
95 72
— ■?-■ 1
■r-95 38 ■
93 43        97 68
■■■ 1 t-
1315
— 
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1315.00 ,  131500
89 98
131500
8947
1315 DO
Offset ]    88.96        85 36
94.86
1315.00
85 36
94 S3
--- a™-----
J 315 00
-31.89
131500 1315 00
81 87       -7902
42J7
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131500 79 00
98 584
1315
91 51
1315.00
72 03
Northing
97 924 97 422 96.839
1315         1315         1315
91 26        90 97        90 39
131500 131500 131500
75 97 75 51 ’74 66
96 508
1315
■9019
131500
73 97
72 97
71 88
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Areal rainfall over catchment 5 63 cm HOURLY RAINFALL INCREMENTS
Time! Hr)      d>str»6ution     Ramfall(cm)
Rainfall
Increments. cm
L»i RatecmAw
" -' ' ■ ~ 1 ™
0               0 000              0 000                 0 000 -------------- -----------—
1               0 350              1 970                  1 970
0 000
................ 0 200
2              0 560              3 152                  1 T 82                 0 200
3               0 690              3 884                  0 732                   0 200
4               0 760              a.270                  D 394                        0 200
5              0 WO              4 728                  0 450                   02D0
6              0 890              5 009                  0 281                   0 200
7              0 930             5,234                0 225                   0 200
■fl              0 960              5 403                  0 169                   0 200
5              0 960              5516        |          0113                     0 200
10            1 DOO             5 676                  0 113                   0 200
Ram*a cm
0000
t 770
0 9&
0 532
om
0250
a osi
0 025
■0031
4)057
-0 067
I-------------------------- I ------------------------------------------------------------------ ’
25 years 24 hours Point Rainfall Value          t Design storm duration TD = 1 1lp
Conversion of point rainfall to areal rainfall
88 354 mrr
10 00 rn
converaiorTlactor ■
!*
Area* Rainfall =
Areai reOudior factor =75%
Areai rainfall over catchment HOURLY RAINFALL INCREMENTS
0 748
Time{Hr.    distribution
Rainfatl(cm
]
Rainfall
Incrementsicrn
1
6 60890165 cm C TB
5 t cm
LOSS
Effect-vr
Rate^cm/hr
Re L-.i
0               0 000             0 000                   0 DOO                      0 000                    0 000
____ J—
0 350
1 795                    1 795
2               0 560             2 872                    1 07?                       0 200                    6 87"
0 *00
* SOS
3               0 690              3 539                    0 667
4
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0 200
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1 0 760 0MO 0 890
C 200
b iK
7                       0 930
0 200                   0 0*56
e               0 960
<306 0410
4 564 0 256
4 770 0 205
4 923 0 154
0 200
0 200
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OoffM                   «*v*» Design I ^upary^n CrHv^nss

Summery

Arjo-Dhidhessa Sugarcane Development Irrigation Project Summary

Arjo-Dhidhessa Sugarcane Development Irrigation Project

Final Detail Design Report - Dam and Appurtenant Structures

Project Overview

The Arjo-Dhidhessa Sugarcane Development Irrigation Project (A-DSDIP) is a major infrastructure project in Ethiopia's Oromia region, located on the Dhidhessa River (a tributary of the Abbay River). The project includes:

A 47m high rockfill dam with central impervious clay core
Two saddle dams (Saddle Dam-I: 17m high, Saddle Dam-II: 10.5m high)
Ungated ogee-type spillway with 3000 m³/sec capacity
Irrigation sluices for left and right bank primary canals
River diversion system with three conduits

Key Project Details

Parameter	Value
Location	Oromia region, Ethiopia (8°30'-8°40'N, 36°22'-36°43'E)
Catchment Area	5,632.64 km² (up to dam), 34,000 km² (up to Abbay confluence)
Annual Rainfall	1,417-2,013 mm (average 1,453 mm)
Irrigation Benefits	80,000 hectares cultivable command area
Main Dam Height	47m above river bed (EL 1312.00m to EL 1359.00m)
Dam Crest Length	502.473m
Reservoir Capacity	2,256.30 Mm³ (MWL), 1,924.60 Mm³ (FRL)
Live Storage	1,049.90 Mm³

Technical Specifications

Main Dam

Type: Rockfill dam with central impervious core
Slopes:
- Upstream: 2.75H:1V to 3.5H:1V (varying by elevation)
- Downstream: 2.25H:1V to 3.0H:1V (varying by elevation)
Foundation Treatment: Positive cutoff to fresh rock with grout curtain
Materials: Clay core with rockfill shell zones

Spillway

Type: Ungated ogee spillway on right bank
Design Flood: PMF of 3,000 m³/sec
Crest Level: EL 1354.00m
Clear Width: 125.0m

Irrigation System

Two primary canals (left and right bank) with 56 m³/s capacity each
Canal FSL at EL 1340.00m
2.5m x 2.5m RC duct outlets

Design Aspects

The report details comprehensive design considerations including:

Geological assessments of dam site and spillway
Foundation treatment and grouting requirements
Construction materials investigation and specifications
Seismic analysis (horizontal seismic coefficient 0.12g)
Dam height determination and freeboard computation
Stability analysis for main dam and saddle dams
River diversion planning and flood routing
Instrumentation plan for monitoring

Project Benefits

The project will provide irrigation water for sugarcane development across:

Gross Command Area: 88,000 ha
Cultivable Command Area: 80,000 ha
Left Bank: 43,030 ha
Right Bank: 36,970 ha

Project Team

The design was prepared by:

Oromia Water Works Design & Supervision Enterprise
In Association with Intercontinental Consultants and Technocrats Pvt. Ltd.

Report finalized in February 2015