FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES Arjo Dedessa Irrigation Project Feasibility Study Report VOLUME -I SURVEY AND INVESTIGATION VOLUME - I (b) Geological & Geotechnical Investigation Part II - Appendices WATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOCIATION WITH Lix INTERCONTINENTAL CONSULTANTS AND TECHNOCRATS INDIA PVT. LTD. P.O.Box 2561. Addis Ababa Ethiopia lib <3-ar.IO-DEDESSA irrigation PROJECT feasibility study report CONTENTS OF THE REPORT SERIAL VOLUME NO. NO. 1 2 3 VOLUME -1 4 Volume -1 (a) 5 Volume -1 (b) 6 VOLUME -II VOLUME - III 7 Volume - III (a) 8 Volume - III (b) 9 10 Volume-III (c) 11 12 Volume - III (d) 13 VOLUME IV 14 Volume-IV (a) 15 Volume - IV(b) 16 Volume - IV(c) VOLUME-V particulars EXECUTIVE SUMMARY MAIN REPORT Part I - Report Part II - Maps & Drawings ANNEXURES SURVEY AND INVETIGATION (ANNEXURES - 1 to 3) Topographic Survey. Geomorphological Studies & Geological & Geotechnical Investigation Part I - Report Part II-Appendices NATURAL RESOURCES (ANNEXURES - 4 to 6) Forestry, Energy & Catchment Development Plan WATER RESOURCES (ANNEXURES - 7 to 11) Meteorological & Hydrological & Hydrogeological Studies Dam & Appurtenant Works Part I - Report Part II - Drawings Irrigation & Drainage Part I - Report Part II - Drawings Hydraulic Structures Part I - Report Part II - Drawings AGRICUTLRUE (ANNEXURES - 12 to 18) Soil Survey & Land Evaluation Agricultural Planning Livestock, Fisheries, Agricultural Mechanization & Agricultural Marketing ENVIRONMENTAL AND SOCIO - ECONOMIC ASPFCT<? (ANNEXURES-19 to 25) ASPECTS 17 Volume-v (a) 18 Volume-v(b) Environment Health & Socio-economic Aspects Organization & Management Phvsirai infrooi ♦ Resettlement, Finance, SList of Appendices Appendix A Appendix B Appendix C Appendix D Appendix E Appendix F Appendix G Appendix H Bore Hole Logs Photographs of Core Field Permeability Tests Variable Head Test Test Pit Log Laboratory Test Results Geophysical Investigation Piezometer Installation DetailTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix A: Borehole logs May 2007project Arjo-Dedcssa Irrigation Feasibility Study borehole coordinates :E243045m client Ministry of Water Resources location Ario-Dedessa (Dam axis) boring type Rotary Coring .• N942314m GROUND WATER LEVEL _BH ELEVATION1358m -INCLINATION. ORIENTATION LUGEON PATTERN lugcon calculated (or I 0 minutes run ADI 1/2 s DATE STARTED 26/04/06 DATE COMPLETED 04/° /° 6 Profile STRATA DESCRIPTION Dense, brownish to grey, silty sandy GRAVEL (decomposed trachy basalt) Strong, grey, moderately weathered, fractured, vesicular trachy BASALT (BOULDER) with white infillings along fractures and vesicles Very dense, yellowish brown to grey with locally reddish, silty sandy GRAVEL derived from decomposition of trachy basalt Remark Strong, grey, moderately weathered, highly fractured, vesicular trachy BASALT with white infillings along vesiceles and fracture surfaces Very dense, yellowish brown to grey silty sandy GRAVEL with scattered strong core (decomposed trachy BASALT) i"»i N «■ TCR HQD COSE rtxn RATION TEST 8LOWS/3Oc>n ■ OCt, SAMPLE WATCH SAMPLE total CORE RECOVERY HOCK QUAUTY DLAIQaaTION DISTURBED SOIL SAMPLE UNDSTURbED SOIL SAMPLE. STANDARD PENETRATION . END OF DRILLING supervisor _ Bizuneh Adamu Fisscha Ncga Bezunesh W/Taadik LOGGED BY CHECKEDB» A**kOVeD BY Fisseha Nega Tadesjr H/Manem Getachew Tefcn SIC SIG-on .rrTAno-Dedessa IrBrigaOtion RFEeasH.b.liOty SLtudyB E RORBEHQCLEOcoRorDdinates — rr Ministry of Water Resources ■----------------------------------------------------- , nr...™ Arjo-Dedessa (Dam axis}ground water level Jill------------------------ boring type Rotary Coringbh elevation-------------------------------- 135Sffi_ bh ADI SHEET ~ 2/2 DATE STARTED 26/04/06 -------------------------------------------------------- INCLINATION DATE COMPLETED 04/05/06 ORIENTATION LUG EON PATTERN lugeon calculated for 10 minutes run Profile Remark 27.30 STRATA DESCRIPTION Dark grey with greenish spots, highly to moderately weathered, shattered, weak, TRACHYTE with yellowish and whitish lnfillings Very dense, reddish brown to grey silty sandy GRAVEL with strong cores (32.10m-33.30m) 4 I OC 42 0C 43 00 44 00 45 01 46 00 47 00 48 00 49.01 50 00 51 00 52.00 53 00 ; |Nc) CONE PENETRATION TEST N BLOWS/30cm crew Bizuneh Adamu RS ROCK SAMPLE ® WATER SAMPLE supervisor Fisseha Nega TCR TOTAL CORE RECOVERY RQD ROCK QUALITY DESIGNATION logged by Fisseha Nega c=> DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE checked by Tadesse H/Manam nrt STANDARD PENETRATION approved hy Getachew Tefen END OF DRILLING DRAWN BY Bezunesh W/Tsadik sig sic SIG SIGBOREHOLE RECORD „»n .pc Ario Dedessa T Irrigation FeasibUjtjLStudY borehole coordinates cent MiniMstriy niof stry WofateWr Rateesrour Recseour s--c-e--s------------- ----------- 18 80m —Ario-Dedessa IDam axis)----------------------------- ground water level Bnp.Nr, type Rotary Coringbh elevation. -----------------------------------------1337m bh AD2 DATE STARTED 06/04/06INCLINATION— DATE COMPLETED 26/04/06 -Vertical. ORIENTATION. LUGEONPATTERN lugeon calculated for 10 minutes run Profile SHEET _l/2 STRATA DESCRIPTION Dense, reddish brown to grey, silty sandy GRAVEL with clay derived from highly weathered and decomposed trachy basalt Moderately strong, dark grey, highly to moderately weathered, slightly fractured, vesicular trachy BASALT, vesicles and fracture surfaces are coated with yellowish precipitates /Dense, yellowish brown to grey, sandy GRAVEL with silt resulted from decomposed trachy basalt which lacks its monolithic character, (some remnents of preserved rock structures are recoreded)___________________________ Moderately strong, grey, highly to moderately weathered, slightly fractured vesicular and amygdaloidal in texture trachy BASALT, partly disintegrates into silty sandy gravel, fracture surfaces and vesicles are coated with whitish, yellowish and brownish prencipitats, loss of drilling water was recorded at 13.40m Dense, reddish brown to grey, silty sandy GRAVEL (residual soil) derived from decomposed vesicular trachy basalt with some scattered strong cores JWeak to moderately strong, nhiignghily y to mto odemratodeley wra eathered, I heavily fracturedI, vesicular I trachy BASALT, c Remark I 00 1 .50 1 00 2 56 3 05 2.55 0 50 080 1.50 2.30 2 05 2 65 3 35 4.15 N Rt W TCR RQD •FT IONE PENETRATION TEST BLOWS/30on RUCK SAMTLE WATER SAMPLE TOTAL CORE RECO\ ERT ROCK QUALITY DESIGNATION DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE STANDARD PENETRATION END OF DRILLING trachy BASALT, partialy desintigrates into silty sandy gravel, fracture surfaces and cavities are coated with reddish yellowish and whitish precipitates, core loss noticed due to partial decomposition of the rock, mainly from 27.SOm.oa 85m CREW SUPERVISOR LOGGED BY CHECKED BY Bizuneh Adamu Fisseha Nega _Eisseha_Ncga_____ Twdrsse H/Marram drawn by Bezunesh W/Tsadik MG SIC MG____ APPROVFDUV Getachew TefenBOREHOLE RECORD project Arjo-Dedessa Irrigation Feasibility Study borehole coordinates .—E243102 client Ministry' of Water Resources bh AD 2 location AArjro-jo-DDeededesssasa(Dam(Daaxi ms) =------N94230Q- axis)ground water level 18-80m_ boring type Rotary Coringbh elevation-------------------------------------- 1337m------- DATE START E D 06/04/06IN CL IN A T ION----------------------------------------------------------------------------Vertical---------------- SHEET 2/2 DATE COMPLETED 26/04/06 ORIENTATION LUGEON PATTERN Iugeon calculated for Profile STRATA DESCRIPTION 10 minutes run Very dense, brownish to dark grey, with yellowish spots, friable, silty sandy GRAVEL (residual) with strong cores; core loss noted from 31.00m- 34.40m due to weathering variations of the unit Strong, dark grey with greenish spots, slightly weathered to fresh, slightly fractured, medium grained, trachy BASALT (boulder) Very dense, brownish to dark grey, silty sandy GRAVEL (residual soil) with some cores (Nc) CONE PENETRATION TEST N BLOWS,'Kkm MB ROCK SAMPLE CBEW-------- Bizuneh Adarnu _______ drawn by Bezunesh W/Tsadtk W WATER SAMPLE TCR TOTai CORE RECOVERY supervisor Fisseha Nega SIQ HQO ROCK QUALITY DESIGNATION logged bv Fuscha Nega «=» DISTURBED SOIL SAMPLE SIQ UNDISTURBED SOIL SAMPLE checked tn Tadesse H/Manam APT STANDARD PENETRATION SIC END OF DRILLINC approved bt Grtachew Tefenppn.TF.rTArjo-Dedessa Irrigation Feasibility Study borehole coordinates ■. BOREHOLE RECORD bh AD3 client Ministry of Water Resources. location Ario-Dedessa (Dam axis} boring type Rotary Coring DATE STARTED 10/04/06____________________________ DATE COMPLETED 29/04/06 —GROUND WATER LEVEL------- S$Qm _BH ELEVATION1325m----------------------- _INCLINATION3<f From Vertical ORJENTATI ON NjO° E ~ SHEET 1/4 LUGEON PATTERN lugeon calculated for 10 minutes run Profile STRATA DESCRIPTION Loose, reddish brown to grey, clayey SILT (alluvial deposit) with roots at the top - -Vz- J Weak to moderately strong dark grey, highly to moderately weathered, heavily fissured and brecciated, trachy BASALT, easily disintegrates in to gravels with strong cores, fracture surfaces and cavities are filled by pinkish, yellowish and brownish precipitates Strong, dark to light, slightly weathered to fresh, moderately fractured and partly healed by secondary minerals and/or precpitates of whitish, yellowish and brownish in color, trachy BASALT with aphanitic and vesicular texture, CONE PENETRATION TEST BLOW'S, JDctt. ROCK SAMPLE WATER SAMPLE TCR HQD TOTAL CORE RECO'.TRv ROCK QUALITY DESIGNATION DISTL HBED SOI- SAMPLE UNDISTURBED SOIL SAMPLE STANDARD PENETRATION END OF DRILLING Endale Endeshaw supervisorFisseha Nega logged BY Fisseha Nega checked BY Tadesse H/Manam APPPOVED BY Getachew Teferi wn by Bezunesh W/Tsadik SIG SIC. SIG SIG FT FRACTURE ZONEBOREHOLE RECORD ^TArio-Dedessa IrrigadonFeasibilit^Study borehole coordinates client Ministry of Water Resources E243168m N942369m bh AD3 LOCATION. Aijo-Dedessa (Darn axis) boring tvpe Rotary Coring DATE STARTED 10/14/06---------------------------- DATE COMPLETED 29/04/06---------------------- ___ GROUND WATER LEVEL----------5 60m ____ BH ELEVATION----------------- _1325m---- ___ IT/C' ryfATl^N, 30° From Vertical ORIENTATION SHEET 2/4 LUGEON PATTERN lugeon calculated for 10 minutes run Profile STRATA DESCRIPTION - 2S U( -29 01 _3) OC L 32 OC 200_fi_ 4 03 3 091 206 > 4 12 37 OC = 38 0C 39 0( Strong, pinkish to grey, slightly weathered to fresh, heavily fractured, fine to medium grained, TRACHYTE, partly disintegrates into gravel; some series of fractures are interconnected and cemented by secondary minerals with yellowish, whitish and brownish colour _4 1 OC ’ 42 OC 4 3 O' Moderately strong, dark to light grey, with greenish and brownish spots, moderately weathered, slightly fractured and healed, porphyritic TRACHYTE with whitish, greenish and brownish phenocrysts and fillings; some scries of fractures are interconnected and cemented by secondary minerals CONE PENETRATION TEST BLOWS/ JGeni ROCK SAMPLE WATER SAMPLE TOTAL CORE RECO/ERY ROCK QUALITY DESIGNATION D DISTURBED SOIL SAMPLE Endale Endeshaw drawn hy Bezunesh W/Tsadik supervisor Fisscha Nega SlG UNDISTURBED SOIL SAMPLE LOGGED BY FisseFia Ncrs SIG 5 PT STANDARD PENETRATION END OF DRjlUNG CHECKED BY Tadesse H/Manam SIG FZ FRACTURE ZONE APPROVED BY Getachew Tcfen SIGDedessa ibT^aouonFree^^hZ^RoBlHOeLErcoeorcdinoatres d bh __AD3 client Ministry of Water Resources LOCATION Arjo-DedcssajDarn axis) boring tvt>e_ Rotary Coring, DATE STARTED 10/14/06------------------------- DATE COMPLETED 29/04/06. ground water level bh ELEVATION132SML S.6Om SHEET 3/4 ____ INCLINATION____ 30° From V^eaJ. ORIENTATION LUGEON PATTERN iugeon calculated for 10 minutes run 54 00 Profile STRATA DESCRIPTION 55.00 Moderately strong, dark to light grey, with greenish and brownish spots, moderately weathered, slightly fractured and healed, porphyritic TRACHYTE with whitish, greenish and brownish phenocrysts and fillings; some series of fractures are 2- >0.00 interconnected and cemented secondary minerals Weak to moderately strong, grey, highly to moderatly weathered, slightly fractured, porphyritic TRACHYTE with whitish and greenish phenocrysts; the unit is strong, slightly weathered to fresh at intervals 68.00m-73.00m and 75.00m-78.20m LONE PENETRATION TEST BLOWS/lOcin ROCK SAMPLE WATER SAMPLE TOTAL CORE RECOVERY ROCK QUALITY DESIGNATION DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE STANDARD PENETRATION END OF DRILLING Endaie Endaahaw 0M>„ w Bnuneah W/T»adO< FZ FRACTURE ZONE supervisor Fisseha Nega___________ logged bv_ Fisseha Nega CHECKED BY Tadesse H/Manam approved by Geiochew Tefcn SIO.__________________ SIG_______________________________ SIQ SIG.borehole record rrrArio-Dedessa IrriKatjonFeasibilit^Study borehole coord, nates , E243168m N942369m AD3 client Ministry of Water Resources location Arjo-Dedessa (Dam axis]__ boring tvpe Rotary Coring---------------- DATE STARTED, 10/14/06------------------------------------------ DATE COMPLETED 29/04/06--------------------- ■ — GROUND WATER LEVEL. BH ELEVATION. 1325» 4/4 ____INC1 'NAT N 30° ir> Frorn VenicaJ ------------------------- ___ ORIEN T ATION__2LliL_——= LUGEON PATTERN lugeon calculated for 10 minutes run Profile Strong, pinkish to grey, slightly weathered to fresh,slightly fractured and cemented porohyritic TRACHYTE with whitish elongated phenorysts; disintegrates into angular gravels between 83.OOm-84.OOm induced drilling 100 o> 101 O) 102 u) 103 0 ) 104 J) 10b u . 107 .□) I OH ob |Nc| ICH RQO TOTAL CORE RECOVERY CONE PENETRATION TEST BLOWS'Jut ROCK SAMPLE WATER SAMPLE ROCK QUALITY DESIGNATION ^ndale Endeshaw drawn by Bezunesh W/Tsadik supervisor Fiaseha Ncga DISTLRbED SOIL SAMPLE UNDISTURBED SOIL SAMPLE logged dy Fisseha^ega STANDARD PENETRATION END Or DRILLING checked by Tadesse H/Mnnam FRACTURE ZONE approved by Getachew Tefen »IC SIG SIG SIGBOREHOLE RECORD ppn.n?r-TArio-Dedessa Irrigation Feasibility Study borehole coordinates : ri.iBNT Ministry of Water Resources E-243252 N-942543 location Arjo-Dedessa (Dam axis)___ boring type Rotary Conng DATE STARTED 19/04/0*_____________ DATE COMPLETED 05/05/06 GROUND WATER LEVEL BH ELEVATION. INCLINATION^ ORIENTATION VcfugaJ AD4 1/2 LUCEON PATTERN lugeon calculated for 10 minutes run Profile . _L~'_------------ jez-zez-z-e z-zez-zez-: z-z€-z-zez< ■ez-ze-z-ze z-zez-zez-i €-Z-Z€-Z-Ze Z-Z€-Z-Z€« te-z-ze-z-ze Soft to medium stiff, dark brown silty CLAY ■c---.xl.-- Pinkish grey to grey, slightly weathered to fresh, highly fractured TRACHYT/TRACHY BASALT, fractures are inter connected and cemented by white secondary minerals Pinkish grey to light grey, slightly to moderately weathered, highly fractured vesicular TRACHYT/TRACH BASALT fractures and vesicles are filled by white secondary menerals Light grey to pinkish with greenish and brownish spot, moderately to slightly weathered, highly fractured (fractures filled by white minerals), medium strong fine grained TRACHYTE LONE FEME. RATION TEST BLOWS/lOcm ROCK SAMPLE water sample Aaoake Bekelc TOTAL CORE RECOVERY HOCK QUALITY DESIGNATION supervisor Nadaw Abdlsa DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE logged uv Nadew Abdi— SIC._________ SIG STANDARD PENETRATION END OK DRILLING checked er Tada—» H/Mariam FRACTURE ZONE 'WOvec by Getachew Teferi SIC, SiQ 100,r BOREFHauMOliv LStudy E R>orEbbCol« OcoRomDin.t.. .. r,,C T „ Ministry of Water Resources ■ nr.T.nK Ario-Pedessa (Dam axis)_ground water level. 2.os _ ■------JtaazaaJ— bh AD4 m boring TYPE^Rotary Coring--------------------------- BH elevation-------oaajn. DATE STARTED^ZWM___________________________________________ INCLINATION-------------- Vmical SHEET 2/2 DATE COMPLETED 05/05/06 ---------------------------ORIENTATION------ -------------- LUGEON PATTERN lugeon calculated for 10 minutes run Profile 3 2-AD . 32_Z0 TTT tt t STRATA DESCRIPTION Pinkish grey, moderately weathered, highly fractured, medium strong vesicular TRACHYTE, vesicles all filled by white and green secondary minerals Greenish grey, highly weathered and friable weak TRACHYTE) Light grey to pinkish, moderately to hightly weathered, highly fractured, weak to medium strong porphritic TRACHYTE (fractures filled by white scondary minerals) Dark to pinkish grey slightly to moderately weathered, highly fractured, weak Trachyte with elongated radial phenocrysts of whitish menerals, easily disintigrates into gravel (fractures are filled with whitish secondary minerals) CONE PENETRATION TEST BLOWS/lOan ROCK SAMPLE WATER SAMPLE TOTAL CORE RECOVER! ROCK QLALTTY DESIGNATION DI STL SPED SOIL SAMPLE UNDISTURBED SOIL SAMPLE STANDARD PENETRATION END OF DRILLING FRACTURE ZONE CRE*------ Ainake Bekele __________ DRAWN BY Bezunesh W/Taadik supervisor Nadew Abdiaa logged by Nadew Abdiaa checked BY Tadeaae H/Mariam approved by G®t*chew Teferi SIG SIG SIG SIG_____ 102BOREHOLE RECORD PROJECTArjo-Dedessa Irrigation Feasibility Study borehole coordinates :E-243321_ client Ministry of Water Resources location__ ArjnJledessa4Gani_aAisl boring type Rotary Coring .» N-942643 bh AD5 DATE STARTED 15/05/06 DATE COMPLETED 21/05/06 GROUND WATER LEVEL BH ELEVATION 1355m INCLINATION ORIENTATION LUGEON PATTERN lugeon calculated for 10 minutes run SHEET 1/2 Profile STRATA DESCRIPTION Remark Very dense, light red to brownish silty gravely SAND (derived from \highly weathered Trachyte) TT Very dense, reddish grey TT T sandy gravel with strong core stones derived from \ highly weathered TRACHYTE Light grey, moderately weathered, highly fractured (disintigrated into gravel at 3.8Om-4.4Om and 5.20m- 6.OOm) medium strong TRACHYTE ; i ■> Light grey to moderately weathered, highly fractured weak to strong, vesicular TRACHYTE fragmented into gravels, vesicles filled by white and yellowish minerals it! 4 79 bb>> TT i 4 03 T i 2 99 41 19.5C - 77 I3 0 35 60 T 20 2o 4 3 0 49 20 21 50 T T 0 84 a 0 4ft C oTT Cl 23 Ou 3 5 70 T 70 ± 24 00 ''II 7 3 0 35 85 1 TT 25 0L T CONE PENETRATION TEST BLOWS/30cm HOCK SAMPLE water sample TOTAL CORE RECOVERY ROCK QUALTTY designation DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAM dr STANDARD PENETRaHON END OF DRILLING Asn&ke Bakele supervisor Nadew Abdlaa logged by Nadew Abdiaa checkeddy Tadeaae H/Mari*m approved by Getachew Teferi Mawnk Bezuneah W/Taadik SIG SK. SIC 103J BOREHOLE RECORD ..n rer-rArio-Dedessa Irrigation Feasibility Study borehole coordinates :-Jc2f332.1_ bh AD5 CLIENT. Ministry of Water Resources_____________ — 2/2 ] LOCATION Arjo-Dedessa (Dam axisL boring type. Rotary Coring_______ DATE STARTED___IS/Wfifi---------------------- GROUND WATER LEVEL—M _BH ELEVATION. 1355m_ DATE COMPLETED 05/05/06 ----- —INCLINATION- ORIENTATION Vertical SHEET LUGEON PATTERN lugeon calculated for - 10 minutes run . O 2 Profile STRATA DESCRIPTION Remark 1 90 J 33 _43S ] 1 1 J 1 1 J 4 63 Light to whitish grey and yellowish discloration, highly weathered and highly fractured (disintigrated into sandy gravel) very weak vesicular TRACHYTE/Rhyolite with glassy fracture type and vesicles filled by white and yellowish clay minerals (becomes pinkish at 29.60m-31.70m and 38.60m) fl -D □ 6, TT □ H 8!£ JI 39 4( 40 50 T 1QQ 17 41 IL CONE PENtTHATTON TEST BLOWS/30ar> ROCK SAMPLE crew Aanake Bekele DRAWN RY Bexuoeeh W/Taadik WATER SAMPLE TOTAL CORE RECOVERY supervisor Nadew Abdiaa ROCK QUALITY DESIGNATION LOGGED BY Ji«dcW Abdl»« DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE checked BY TadeaaeH/Mariam STANDARD PENETRATION END OF DRILLING approved by Getachew Teferi SIG sic. SIG SIC. 1041 BOREHOLE RECORD pRQjECTArio-Dedessa Irrigation Feasibility Study, borehole coordinates :_E-_243602 client Ministry of Water Resources location Arjo-Dedessa (Dam axis) boring type. Rotary Coring________ _ DATE STARTED 15/05/06__________________ DATE COMPLETED 30/05/06 N-942813 GROUND WATER LEVEL NU BH ELEVATION136On>---------------------------- __ INCLINATION_______ 30‘frpm tcxUcaI AD6 1/2 LUGEON PATTERN lugeon calculated for 10 minutes run DC O Profile Remark 100 0 B9 0 QQ 0 0 100 0 39 0 ■ 100 n Very dense, variegated colours of (dark brown to yellowish red, reddish brown to grey) silty gravelly SAND derived from highly to completely weathered Trachyte with occasional core stones at 10.70m-11.5Om) 3R 0 100 !. R0 0 4S 83 0 J.00 n 100 -0 0 22. 0 ■>VCr_-\ tTtT' is ocL~r. Very dense, whitish yellow to grey with white minerals spots, clayey SILT, derived from decomposed Trachyte Dark grey, highly weathered, uhiighgiiliy y fractturracedt weak, TRACHYTE 41 . .. 94 A 100 n 69 .■I Very dense, light grey to yellowish white clayey sandy SELT, derived from completely weathered Trachyte 100 92 n 7n cost ‘•’’■tru.-up, »OCA SAMSVL WATtp SaMKZ total cost *tCOVtm *tXK QUAL/TV DtSlCNATMjf. OISTOBBED MHL SAMPLE U«<Dimj«UEL 5OS. SAMPIC STaxcapd staTK>>. LXD OP UttUJNc Endalw E nd e ah aw____ doaax. b, Bcjrnnaah W/Taadik surc0vise• Nadaw Abdi— logged ■’ Nadaw Ahdiaa chtXMEr bv Tadaaaa H/Marta— APrao-.TD rv Gatacbaw Taferi uc_______________ S>G. MG. 105 RQDBOREHOLE RECORD ppo ^rTArio-Dedessa Irrigation Feasibility StudyBOREHQLE coordinates client Ministry of Water Resources location Ario-Dedessa IDam axis). boring type. Rotary Coring________ 1^2436Q2__ N-942813 bh AD6 GROUND WATER LEVEL----------- NU. ___ BH ELEVATION. 136Om SHEET 2/2 DATE STARTED. 15/05/06 ___ iNri lNATinN 30*frotn vertical. DATE COMPLETED 20/0S/06 ORIENTATION LUGEON PATTERN lugcon calculated for 10 minutes run Profile STRATA DESCRIPTION Very dense, dark brown with whitish spots, silty sandy GRAVEL derived from highly weathered Trachyte Remark R* rcn ■ QD ■PT COM PENETRATION TEST BLOWSOOcfT ROCK SAMPLE «*ateb .Sample TOTAL CORE RECOVERY rock Quality designation DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE STANDARD PENETRATION END OF DRILLING SUPERVISOR LOQOEO BY CHECKED BY Endalc Endeahaw Nadew Abdlaa Nadcw Abdlaa Tadcaac H/Mariam APPROVED BY Getachew Teferi 106BOREHOLE RECORD ppA nrrrArio-Dedessa Irrigation Feasibility Study borehole coordinates ri.iF.NT Ministry of Water Resources location Arjo-Dedessa (Dam axisL boring type Rotary Coring E243067 N941725 bh AD7 GROUND WATER LEVEL19. lOg? _BH ELEVATION1338m------------------ INCLINATION^ ORIENTATION LUGEON PATTERN lugeon calculated for 10 minuie* run SHEET 1/2 DATE STARTED 30/04/06 DATE COMPLETED 07/0S/06 Profile STRATA DESCRIPTION Medium dense to dense, reddish brown to grey with yellowish spots, silty gravely SAND (decomposed trachy basalt) Dense, brownish to grey with yellowish spots, silty sandy GRAVEL with few strong cores, fracture surface of rock fragments are coated with whitish precipitate 2Q0| 2 52 1 <2 -1 92 1 16.1 Very strong, dark, slightly weathered to fresh, slightly fractured aphanitic BASALT with yellowish, greenish and brownish coating I! HT| ~ -- CONE PENETRATION TEST DLOWS/30CTH ROCK SAMPLE WATER SAMPLE TOTAL CORE RECOVER, ROCK QUAUTV DESIGNATION DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE Endale Endeahaw supervisor LOGGED BV Fiaseha Nega _ Fuaeha Nega DRAWN hv Bezuneah W/Tsadik STANDARD PENETRATION END OF DRILLING FX FRACTURE ZONE checked BY JTadesse H/Manam approved b» Getachew Tefen 5<G a»G SIG SIG 107BOREHOLE record "p OjBCT'AjQ<>DedessaJrrigationFeasibiliBLSi!J!lyKO’i®’*° * coo.wu.atb3 I! L BH AD7 rl rrwT Ministry of Water Resources-------------------- location Arjo-Dedessa (Darn_ajgsj--------- GR°™ »n O,M r.rvp _ Rotary Coring-------------------- bh elevatio g SHEET 2/2 DATE STARTED -------------------------------------------------IN CLIN AT IO Vertical DATE completed 07/05/06 ---------------- ORIENTATION. LUGEON PATTERN lugeon calculated for 10 minute* run Profile STRATA DESCRIPTION CONE PENETRATION TEST BLOWS/JOcm rock sample WATER SAMPLE TOTAL CORE RECOVERY ROCK QUALITY DESIGNATION DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE STANDARD PENETRATION END OF DRILLING CREW. Endale Endeshaw drawn by Bezunesh W/Tsodik rt FRACTURE ZONE supervisor Fuse ha Ncga______ logged by F»seha Negi checked BY Tadesse H/Mariam approved by Getichew Tefen sig SIG SIG. SIG 108pRQjECTArio-Dedessa Irrigation Feasibility Study borehole coordinates client Ministry of Water Resources location Arjo Dedessa (Saddle dam) boring type Rotary Coring_______ E-244260 N-942850 DATE 8TARTED 21/05/06 DATE COMPLETED 25/0S/0S GROUND WATER LEVEL _BH ELEVATION. INCLINATION ORIENTATION LUG EON PATTERN lugeon calculated for 10 minutes run X K * X o a at Profile Remark ■•zez-zez-z fz-z€-z-3€-: -Z€-Z-Z€-I-Z E-z-zez-ze: -Z€-Z-Z€-Z-Z’ K-zez-ze: -zez-zez-z fe-Z-Z€-Z<€-: -Z€-Z-Z€-Z-Z , 0 1 94 Q 1• o 58 1 0 Soft dark expansive and plastic silty CLAY Very dense, reddish brown to pinkish red, silty graveelly SAND (derived from highly weathered and decomposed Trachy BASALT) Very dense, reddish grey with yellowish spot, sandy GRAVEL (derived from highly weathered basalt) Q >4 ICK 0 92 12 M9 0 96 39 L •1 ■ Dark to dark grey.slightely weathered to fresh, highly fractured (fracture planes with yellowish clay minirals coating and fillings) vesicular BASALT (vesicles filled with minerals (white in colour) ) ft • HE 38 95 51 Endale Enaeshaw * Tea RQD HOCK SAMPLE WATER SAMPLE TOTAu CORE RECOVERS ROCK QUALITY DESICKATIOK DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE STANDARD PtXCFKAnOh supervisor Nadew Abdisa - K uOCGED in Nadew Abdisa 2 SIC zvwws END 0» DRILLING checked u» Todesse H / Manam SIC approved uv Getachew Tefen sic. 108BOREHOLE RECORD ■» n., rTArio-Dedessa Irrigation Feasibility Study, borehole coordinates Pg r , mMT Ministry of Water Resources location Arjo Dedessa (Saddle dam) boring type Rotary Coring------------- ■—-------------- GROUND WATER LEVEL----------------- 5“— BH ELEVATION.1358m DATE STARTED 31/05/06 DATE COMPLETED 04/0^/06 INCLINATION^ ORIENTATION Vertical ---------- LUGEON PATTERN I u geon calculated for Profile STRATA DESCRIPTION Remark 10 minutes run Soft, dark, expansive silty CLAY Very dense, reddish brown to pinkish silty gravelly SAND derived from highly weathered Trachy BASALT 2 (derived from highly weathered BASALT) Dark grey, moderately weathered, highly by fractured, weak TRACHY BASALT Very dense, yellowish brown to dark grey sandy gravel (highly weathered BASALT) Dark grey,highly fractured (disintigretes into gravel) slightely weathered to fresh weak BASALT l*c| N K« TCR HQD CONE PENETRATION TEST BLOW'S/JOcm HOCK SAMPLE WATER SAMPLE TOTAL CORE RECOVERY ROCK QUALITY DESIGNATION DISTURBED SOIL SAMPLE UNDISTURBED SOIL SAMPLE STANDARD PENETRATION END OF DRILLING Asnake Bekele supervisor Nadew Abdisa logged by Nadew Abdisa CHECKED BY Tadesse H/Manam approved by Getachew Tefen 109» DA.rr.rTArio-Dedessa Irrigation Feasibility Study borehole coordinates E242560 ifnt Ministry of Water Resources N941725 location Arjo Dedessa (Spilly WayJ------- GROUND WATER LEVEL______ NJ----------- BO KI NO 1 I rt>._____________ J.--------------------------------------------------- BH ELEVATION 1376m INCLINATION Vortical bh ADSP 1/1 DATE COMPLETED 19/06/06 _ ORIENTATION LUGEON PATTERN lugeon calculated for 10 minutes run Profile STRATA DESCRIPTION Firm, brownish red, silty CLAY with grass roots at the top Remark Very dense, reddish brown to grey with yellowish spots, friable, sandy GRAVEL with scattered genetically basaltic cores (DECOMPOSED TRACHY BASALT) Weak to moderately strong, reddish brown to pinkish grey, highly weathered and fractured, porphritic trachy BASALT with occassional vesicular texture, fracture surfaces are coated with yellowish precipitates (Nel CONE I-CN!7K»T1ON TEST " BLOWS/Item MS BOCK SAMPLE crew Ibrahim Adem drawn o* Berunesh W/Tsadik W WATER SAMPLE TCR TOTAL CO Kt RECOVERY supervisor Fissehb Nega s»c ■ QD BOCK QUALITY DESIGNATION <= DISTU B BED SOIL SAM PLE looced by FissehaNcga___________ " UNDISTURBED SOIL SAMPLE checked by Tadease H/Manam •FT STANDARD PENETRATION END OF DRILLING approved ny Getachew Tefen SIC 1 10111P.O.BOX 40036 TEL. 423366,420616,420601 FAX (251-1) 420153,4000621 Discontinuity Report Bore hole AD3 Depth (m) Discontinuity type; Joint, Bedding plane joint, solution cavity, extremely closely spaced zone, very closely spaced zone, fragmented, zone of incipient fractures, etc Angle with core Axis Plane Curved irregular Smooth Rough Slicken- slded Staining (D Coatlng/F tiling (2) Aperture O) ’’••WU Weathering (•> 4 80-13 55 Fragmented zone ✓ R 0 Hw 13 55 Dnll induced 13 90-14 Vertical 0° - ✓ - ✓ - W 0 Sw 14-20 65 Fragmented Zone/crushed • - - - • - R 0 Hw 20 65-21 Drill induced fracture ✓ 21 15-21 20 45° ✓ - ✓ - - W Po Sw 21 23-21 28 IJ 60° - ✓ - ✓ - R 0 Sw 21 40-21 50 Healed joint 45' 22 13-22 30 Fragmented /fracture zone/ - - - - - - R 0 Hw 22 42-22 48 Inc J 45’ ✓ - ✓ 0 Sw 22 48-22 98 V closely spaced joints 45’ - ✓ - ✓ - R Po Mw 23 18-23 22 V closely spaced joints 45° - ✓ ✓ - W 0 Mo 23 40-23 90 V closely spaced joints 0° - ✓ ✓ - - W 0 Mw 23 90-24 10 Healed joint o’ ✓ 24 10-24 17 45’ - ✓ > ✓ - w 0 Sw 24 30-24 40 45’ 24 90-25 56 Fragmented Zone/crushed - - ✓ R 0 Mo 25 70 Inc joint 90’ ✓ - ✓ - - R T Sw Inc joint 90’ ✓ ✓ R T Sw 26 yn-t ^ Inc joint 45* - ✓ - ✓ R 0 Sw ^^6 80. \ 2^X 27 1 -■* Qtoseiy spaced joint 45’ ✓ ✓ - W T Sw t7 60?V 73 J 7 A»S Closely spaced joint 45’ ✓ ✓ W T Sw -X / ’ode; 5«<S28fe0 Vy^'cai joint fragmented O’ ✓ ✓ w O Sw L*^29M0 H^Jidd joint 45° - - R ✓ 1^40-3gf60 Cw induced fragment - - y 80 rfc Jent joint 45’ ✓ ✓ Po Sw :-J. 31 3Q V 45* - ✓ ✓ O Sw ______________________________________________________ M- Manganese (^Carbonate . G • Gypsum, SC • Sllt/Clay SI - Slllc* , Gr - Green coalinQ P ■ Parallel I« Inclined H ■ Horizontal R • Rusting W« White coating/stalnlng 0- Open Po ■ Partially open Sw- Slightly weathered 3- T-Tight Cl- Ca*G!Bo-filling 4" P-Partially Ft" iron • staining Mw- Moderately weather 5- F - Faintly , 3-3 tightly, Co■completely Hw- Highly weathered 171• i I J 4 i J l I j I J ( J I J £ J i J P.O.BOX 40036 TEL. 423366.420616,420601 FAX (251-1) 420153.4000621 Discontinuity Report Bore hole AD3 Depth (m Discontinuity type. Joint, Bedding plane joint, solution cavity, extremely closely spaced zone, very closely spaced zone, fragmented, zone of Incipient fractures, etc Angle with core Axis Plane Curved Irregular Smooth Rough Sticks n> altted Staining dl CoaUng/F Ming (2) Aperture W Heated HI W 31 0 Indmed joint 45* ✓ 32-34 0 Fragmented zone ✓ • 0 Sw W 34 47 Inclined jotnl o rvow 45* - ✓ ✓ w 0 ----- ----- Sw 34 60-35 4 5 Fragmented zone 35 5 0- 45’ ✓ ✓ ✓ R 0 Sw 35 70.35 & ) Incipient joint 45' ✓ W 0 Sw 35 90-36 3 Fragmented zone 0 36 5< 0* ✓ - / 0 F 37-37 8C O’ ✓ ✓ 0 F 37 90-36 10 0* 38 23.38 35 38 40 90* ✓ ✓ 0 Sw 38 60-38 80 Vertical joint 0* ✓ ✓ R 0 Mw 39 05 indined joint 45* - ✓ ✓ W 0 F 39 05-39 25 Inclined joint 45* ✓ ✓ w 0 Sw 39 25 40 Doling induced fragments - • - - • 40 50.40 70. 41 60 45* ✓ ✓ 0 Sw 42 20-42 30 Vertical joint 20* ✓ ✓ Ch 0 §W 43 00 ncipienl 45* / - ✓ 0 Sw 44 50 ndgtent 45* - ✓ ✓ 0 Sw 44 60-45 40 Dnil induced fragmentation 48 10 30* ✓ - ✓ T Mw ( 45* - ✓ ✓ - T Uw tr— 61 8j| 63 6Jj 45* ✓ ✓ Po Mw 0* • - • - • • • • Mw 7X V>6 45' r\ 165 ------------------------------------------------- - ---------------------------------- 45* ✓ - ✓ • • Mw 7 15 » 45* ✓ - • ✓ • W • 0 tw Q ro 7-^ z=^ JL------- -- ---------------------------- -------------------------------------------------------------------------------------- M- Manganese , G • Gypsum, SC * Slll/Clay Gr • Green coaling I - Inclined H ■ Horizontal R • Rusting W- White coatlng/slalning O- Open 172/ii P.O.BOX 40036 TEL. 423366,420616.420601 FAX (251-1) 420153,4000621 Discontinuity Report Bore hole AD3 Depth (m) Discontinuity type; Joint Bedding plane joint solution cavity, extremely closely spaced zone, very closely spaced zone, fragmented, zone of Incipient fractures, etc /Ingle with core Axis Plane Curved Irregular Smooth Rough SUcken- aided Staining (D CoaUng/F MUng(2) Aperture (3) Heated (4] Weathering w 73.2S Incipient joint 45* ✓ - ✓ W 0 Mw 74 20.74 3C Incipient joint 45" ✓ ✓ - W 0 F 74 33 Healed joint 45" ✓ F 74.9C Indmd joint 45" ✓ - ✓ w 0 F 75 00 Indmd jo»nl 45" ✓ - ✓ w O F 76 30 Indmd joint 10" ✓ ✓ - Ca O F 78.20 Incipient joint 45" ✓ ✓ - w T Sw 78.60 Incipient jOinl 0" ✓ ✓ w T Sw 79 20 Incipient joint 45" ✓ ✓ ✓ w T 9w 79 60 0" ✓ - - w T Sw 81 20-82.30 Heaiedjomt - - • - ✓ t^Fe-lron M-Manganese 2. C^Qarbonale, G - Gypsum, SC - Sllt/Clay SI • Silica . Gr - Green coaling Op- parallel 1 = Inclined H ■ Horizontal R > Rusting Po - Partially open 3- T-Tight W- While coating/etalnlng Sw- Slightly weathered 4 ■ P - Partially O« Open Mw- Moderately weather 1 - F ■ Faintly S-Sl Hw Highly weathered Cl - Calcite -fUMng Fe- teM- staining IghUy.CoH 173F 7 r r r r F w I L-) l ) LI J J U 1 LILI 1 1 L 1 1 1 I I 1 1 Lili IIIJIIIiIi P 0. BOX 4003* TEL 4233S*. 420*1*. 420*01 FAX (231<1) 420133.4000*21 Discontinuity R*port Bor* hoi* AD4 Depth (m) Discontinuity type; Joint, Bedding plane Joint, solution cavity, ezt/em closely spaced zone, very closely spaced ions, fragmented. zone of incipient fracture*, etc ely Angle with cor* Axle Plane Curvod Irregular Smooth Sdchon- eMed Steimng (1; CoeUnp/FU Move (2) Apertum(J) Heated HI WMMrieilD 14 0 ' Fracture 45* ✓ ✓ W T 3- 14 1 Fracture 45* ✓ ✓ W T w 14 30-14 ft Fa^menipd zone - - • • w c $w 15-15 ft Fragmented zone - ✓ ✓ ✓ ✓ ✓ w c MwZSw 18 10-17 0< Fragmented zone ✓ ✓ ✓ ✓ ✓ w 17 50-20 2. c Fragmented zone ✓ ✓ ✓ ✓ ✓ w c 20 3! Fracture 45’ ✓ ✓ ✓ w C T Hw 20 42-20 5? Incifxen fracture ✓ ✓ ✓ ✓ w c Hw 20 87 Fracture 00* ✓ ✓ w T Sw 21 05 Fracture 30* ✓ ✓ ✓ w T Sw 21 85-22 15 Indpwrt fracture ✓ ✓ ✓ w Sw 22 20-22 4C Fragmented zone ✓ ✓ ✓ ✓ ✓ w c Sw 22 OC Fracture 45* ✓ ✓ ✓ w T Sw 22 K Fracture 30* ✓ ✓ ✓ w T Sw 22 00-23 01 Inapted fradixe ✓ ✓ ✓ ✓ ✓ w c S* 23 10-23 4C Fragmented zone 23 40 Fracture 45* ✓ ✓ ✓ w T $w 23 55-24 OC Fragmented zone 24 00-24 30 ngpwn fracltxe ✓ ✓ ✓ ✓ ✓ w c Sw 24 3024 ®C Fragmented zone 24 85 Fracture 90* ✓ ✓ ✓ w T Sw 24 03 Fracture 60* ✓ ✓ ✓ w T Sw 25 1 028 12 Fragmented zone HWSw 28 12 'rad uro 45* ✓ ✓ ✓ w c T Hw 28 2C radu'e 00* ✓ ✓ ✓ w T Sw 28 25 c radure 90* ✓ ✓ ✓ 28 6 0 20 1C ncifvon fracture w T Sw ✓ ✓ ✓ ✓ w c $wA4w 1. Ft - Won M-Manganese 2. C-Carbonate . G - Gypsum, SC • SUl/CUy SI - Silica , Gr • Green coating P ■ Parallel 1 • Inclined H ■ Horizontal R - Rutting Po ■ PtAMUy open W- White coaling/stalnlng Sw« Slightly watehered >• T-n gM a- Calcite O« Open tew- Moderately weather H w- Highly weathered 4- P-P irtieMy P*» kea»i teteteg !• P-Pl UnUy,S*SN(|hUy,Co-c« 174I I Discontinuity Report Borehole AD4 1 Die continuity type. Joint, Bedding plane Joint, solution cavity, extremely closely Depth (m) spaced zone, very closely spaced zone, fragmented, zone of Incipient fractures, etc Angle wHh core Axis Plane Curved Irregular Smooth Rough Sllcken- slded Staining (1> Coaling^ UM ng PI ApoM(l) Heated HI Weathering (S) 3 80-4 7 C{Fragmented rone W Hw 4 86 [Fracture 60* ✓ ✓ ✓ C T 4 02-5 OC(Fragmented zone - ✓ W Hw 5 07-5 2’ [Fragmented zone ✓ C Sw 5 32-5 47 [Fracture 30* ✓ ✓ ✓ C *e Sw 6 02-6 1 Fracture 45* ✓ ✓ ✓ W c T Sw 621 Fracture go' ✓ ✓ ✓ W T Sw 6 27lFracluro 00' ✓ ✓ ✓ W T Sw 6 40-6 25| Fracture 45' ✓ ✓ ✓ W c T Sw 6 28 Fracture 60' ✓ ✓ ✓ W T C Sw 6 32-6 72 Fracture 20' ✓ ✓ ✓ w T Sw 7 95-8 75 Fragmented zone ✓ ✓ ✓ ✓ ✓ w c Hw 890 Fracture 90' ✓ ✓ ✓ c T Sw 8 95-9 07 Fragmented zone ✓ ✓ ✓ ✓ w c Hw 9 20 Fracture 90* ✓ ✓ ✓ w c T Sw 10 00-11 00 Fragmented zone ✓ ✓ ✓ ✓ ✓ w c Hw 11 10 Fracture D0‘ ✓ ✓ ✓ w c T Sw 11 30 fragmented zone 90' ✓ ✓ ✓ w T Sw 11 35 Fracture 90' ✓ ✓ ✓ w T Sw 11 42 Fracture BO* ✓ ✓ / w T Sw 11 57 Fraclure 90’ 11 70 11 80 Dnli induced fragment 12 15 Fraclure 45’ ✓ ✓ ✓ c T 12 32 Fracture 30’ ✓ ✓ ✓ w 12 40 Fracture 45’ ✓ ✓ c $W T Hw ✓ w T 13 50-13 60 Drill inducod Iragmenl Sw 13 57 Fracture 45’ ✓ ✓ ✓ w T Sw 1. Ft-Iron M-Manganese 2 C-Carbonate. G • Gypsum, SC - Slll/Clay SI • Silica Gr - Green coating Z-^R^Parallel 1 ■ inclined H ■ Horizontal R - Rua Ung Po > Partlaity open T-Tight W> White coaUng/slainlng 8w» Slightly weathered 4« P-Partially O- Open Mw> Moderately weather 1 - F. FalnVy. Hw- Highly weathered a- CaKito Fe- Irwi-t |Mty. Co-cong Stately 175 ljII IIII1III I1I)III1tIiII P.O.BOX 40036 TEL. 423366.420616.420601 FAX (251-1) 420153.4000621 Discontinuity Report Borehole AD7 Depth (M) Discontinuity type; Joint, Bedding plane joint, solution cavity, extremely closely spaced zone, very closely spaced zone, fragmented, zone of Inclplen fractures, etc Angle with core Axis Plane Curved Irregular Smooth Rough SUcken- sided Raining (1) ZoatingfFM Aperture (3 Heeled W Weathering (5) 13-15 7C Fragmented zone - - —:--------------- 15 90-K 0* ✓ - • ✓ - R T 16C Sw Diagonal 46" - - ✓ ✓ - R O 16-16 21 Ver, dosel, spaced iomi Sw O’ • - - - R ✓ 16 70-19 7! Fragmented zone 17 20-17 3( 45* ✓ ✓ R 0 Sw 17 50-17 5( VJ 0* ✓ ✓ Ch T Sw 18 76-18 &f 45* ✓ ✓ Ca Po Sw 20 30-20 8< Fragmented zone 20 80-20 9( O’ ✓ ✓ Ce Po Sw 21 50-21 6C r 45* ✓ ✓ Ca Po Sw 22 20 45* - ✓ - - ✓ - Ca Po F 23 46 80* - - ✓ - ✓ - Ch O Sw 24 40-24 6C Fragmenled/dnllmg induced 25 20-25 3! O’ ✓ ✓ Ch O Sw 26-26 05 45* ✓ - - ✓ - - - Ca o 27 40-27 4' Incipient fracture 45* ✓ R T 27 45-27 7( 45’ ✓ ✓ Ca O Sw <• -i X X I- Manganese Z^C-OkrbonfW IG - Gypsum. SC - Sllt/Clay - Silica Sm - Green coaling Inclined H ■ Horizontal R ■ RuaUng W- White coallng/stalnlng O- Open 3- T-Tight 4« P-Partially 5- F- Family. 177THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix B: Core Box Photographs May 2007 WATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOCIATION WITH iHTEHCaHTINEHTiH CCNSsRTANTS ANO TECHNOCRATS INDIA PVT ITO. P.O.Box 2561, Addis Ababa Ethiopia rel:(25l)l 614501/631890 Fax:(l25l)l 615371 E-mail: w.w.d.s.e@telecom.net.etAD 1- I AD-1 Denth 7 00 - 10 10m Yellow color blocks represent samples taken for laboratory testing AD-I Denth 10 10-14 20m PaH rnlrir Klz-tr-Uc ranracant lr>ccLeft bank, Dam axis ADI, Depth 18.80 - 23 80m for laboratory testingAD-2, 7 70-12.80m Yellow color blocks represent samples * Red color blocks represent core lossII Yellow color blocks represent samples taken ror laooratory testing Red color blocks represent core lossesI I I Left bank Dam axis zt/AJ, Depth J 4. 9 0- 41 90m Yellou color blocks represent samples taken for laboratory testing Red colot blocks represent core lossH< J • »b»f * •. |i{h Cliu.% K V ‘ •CptCW. SliTip.O Ukcr. !• < lot;.* KcJ v<»i •: V.wk> fcp.'ocfd vk .’c k >>Li: E E 12 L L. L L L AD 4 I ~~1 JE I* 1 Kight bank. ' vhow coior n ocks represent samples taken for laboratory Ked color blocks represent core lossi’ll i I1I1 b AD-4, Depth 48.65-50.00m AD-4, Depth 42.30-48 65m Right bank, Dam axis Yellow color blocks represent samples taken for laboratory testing Red color blocks represent core lossAD 5AD-5, Depth 10.20-16.10m Yellow color blocks represent samples taken for laboratory testing Red color blocks represent core loss» r“ r— r— r r .r;i;i*iiiii Right bank. Dam axis Yellow color blocks represent samples taken for laboratory testing Red color blocks represent core lossAD 6ah. ix*-'-y; •■ MH A»JIO0-' ****** • ------------------ ------ —------------- ‘ - ■■■*— AD-6, Depth 9.20-15.50m Yellow color blocks represent samples taken for laboratory testing Red color blocks represent core loss AD-6, Depth 15.50-23.30mAD 7k-a—R I ♦ A D- 7, Depth 8.20-13.00m * Yellow color blocks represent samples taken for laboratory testing Red color blocks represent core loss» I1I'I' Left bank, Dam axis Yellow color blocks represent samples taken for laboratory testing Red color blocks represent core lossAD spYellow color blocks represent samples taken for laboratory testing Red color blocks represent core loss ADSP, Depth 10.20-13.55mLeft bank, original spill way ♦ * Yellow color blocks represent samples taken for laboratory testing Red color blocks represent core lossAD siiJ LI 5 I tAD S2JJ ADS-2. Dentil 0.00-4.00m Right bank, Saddle Dam axis* * ► * u k 1k k - L L-L k - k - U rr ‘ 1 • 1 • 1 . 1.1.1.1 .i. i 1.1. 1 I a ■ ‘ 1 » i » J < ) » • ADS-2, 13.60-16.50m war **h3hIIMC1K/S! ADS-2, Depth 16.50-21.50m Right bank, Saddle Dam axis ♦ ♦ Yellow color blocks represent samples taken for laboratory testinu Red color blocks represent core lossADQ1ADQ1of shell material Yellow color blocks represent samples taken for laboratory' testing Red color blocks represent core loss-- * i I i i Quarry site of shell material Yellow color blocks represent samples taken for laboratory testing Red color blocks represent core lossTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix C: Field Permeability Tests May 2007 WATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOCIATION WITH INTERCONTINENTAL CONSULTANTS ANO TECHNOCRATS INDIA PVT. LTD P.O.Box 2561, Addis Ababa Ethiopia Tel (251)1 614501/631890 Fax:(l25l)l 615371 E-mail: w.w.d.s.e@telecom.net.etLUGEON TEST Ar)o-De0e$sa impawn Pro/e c* feaseeey study_______ Client MQWR Packer position (m) Hole Diameter No. 11 5 1Q0mm Type of packer Smote Packer diam 103mm Ground water level (m) Height of manometer heloht of swrvel 1 55 Test section (m) from 11 50 3004/2006 5 WPM Ground waler after test (m) to- 15 40 Pressure (in Duration (minute Water meter reading m’ Volume of water Oars) Initial Final 0*0 5 10 77 3312 77 93'2 77 8312 77 9312 77 9312 77 8312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 77 9312 V■ 0 0 0 0 0 0 0 0 0 □ 0 Flow rate (Ut/mirVm) 0.00 Total Pressure (bar) 1.95 Lugeon value 0 090 521 00 77 9323 77 9330 77 9336 77 9342 77 9343 77 9353 77 9353 77 9365 77 9370 77 9375 77 9330 77 9336 77 9342 77 9348 77 9353 77 9359 77 9365 77 9370 77 9375 77 9382 £■ 07 06 06 06 05 06 06 05 05 05 5.9 Average Lugeori = -o* r/oe = Flow rate (IrUmirvm 0.12 Total Pressure (bar) 2.45 Lugeon value 0 1 30 532 77 94C2 77 9409 77 9417 77 9422 77 9429 77 9435 77.9441 77 9447 77 9453 77 9456 77 9409 77 9417 77 9422 77 9429 77 9435 77 9441 77 9447 77 9453 77 9458 77 9454 I■ 07 08 05 07 06 05 06 06 05 06 63 Flow rate (Wtmtrvm) 013 Total Pressure (bar) 2.85 Lugeon value 0 C 90 543 77 9465 77 9468 77 9472 77 9475 77 9478 77 9482 77 9485 77 9468 77 9492 77 9495 77 9468 77 9472 77 9475 77 9478 77 9482 77 9435 77 9488 77 9492 77 9495 77 9498 !■ 03 04 03 03 04 03 03 04 03 03 33 1 Flow rale (liVmin/m) 0.07 X4b Lugeon value 0 0 40 554 77 9500 77 9502 77 95G4 77 9506 77 9508 77 9510 77 9513 77 9515 77 9517 77 9519 77 9502 77 9504 77 9506 77 9508 77 9510 77 9513 77 9515 77 9517 77 9519 77 9521 £S 02 02 02 02 02 03 02 02 02 02 21 Flow rate (liVmifVm) 0.04 Total Pressure (bar) 1.95 Lugeon value 0 25LUGEON TEST Arjo-Dedessa Imgabon Protect leasitailty study Packer position (m) 165 Borehole depth (m) Client Location Type of packer Ground water level (m) Qmimd water after test (ml MOWR Single 85<nm 102 10 1 Hole Diameter 85mm Borehole No. AD1 Height of manometer height of swivel Test section (m) fromto- - 09 16 50 21 50 21 50 3 0 2/5/2006 2 54 PM Pressure (in bars) Duration (minute) Water meter reading m’ Initial Final Volume of waler consumed (IM) 0 60 254 79 9509 79 9510 79 9510 79 9510 79 9510 79 9510 79 9510 79 9510 79 9510 79 9510 79 9510 799510 799510 79 9510 79 9510 79 9510 79 9510 79 9510 79 9510 79 9510 LUGEON PATTERN lugeon calculated lor 10mm Run 1= 0.1 0 0 0 0 0 0 0 0 0 01 Flow rate (llUmln/m) 0.00 Total Pressure (bar) 1.71 Lugeon value 0 1 20 305 79 9510 79 9515 79 9520 79 9523 79 9525 79 9542 79 9547 79 9551 79 9555 79 9558 79 9515 79 9517 79 9523 79 9525 79 9526 79 9547 79 9551 79 9555 79 9558 79 9562 Z- 05 02 03 02 01 05 04 04 03 04 3.3 Flow rate (MVmln/m) Total Pressure (bar) Lugeon value 0.07 2.31 0 1 80 3 16 79 9568 79 9574 79 9580 79 9588 79 9593 79 9599 79 9605 79 9610 79 9616 79 9621 79 9574 79 958 79 9586 79 9593 79 9599 79 9605 79 961 79 9616 79 9621 79 9627 X■ 06 06 06 07 06 06 05 06 05 06 59 Flow rale (llt/mln/m) Total Pressure (bar) Lugeon value 0.12 291 o 1 20 3.27 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 79 9627 0 0 0 □ 0 0 0 0 0 0 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 000 2.31 0 060 3 28 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 79 9628 I- 0 0 0 0 0 0 0 0 0 0 0 Flow rate (llt/mln/m) 0.00 Total Pressure (bar) 1.71 Lugeon value 0 25LUGEON TEST — ua Arjo-Dodessa imgation Project easibHrty study Client MOWR Location Dam axis Packer position (m) 21 5 Hole Diameter 75mm Borehole No. AD1 Type of packer Single Height of manometer - u • Packer dlam 75mm Ground water level (m) 139 Ground water after teat (m) height of swivel 1 Test section (m) from- 21 50 Borehole depth (m) Test No.’ B.H Inclination from vertical Date 375/2006 Time 5 08 PM to- 26 50 Pressure(bars) Duration (minute) Water meter readlna m5 Volume of water Initial Final 0 80 506 — v« —‘ 80 1608 80 1601 80 1817 80 1618 80 1610 80 1612 80 1614 80 1615 80 1616 801618 80 1601 80 1617 80 1618 80 1610 80 1612 80 1614 80 1615 80 1616 80 1618 80 1620 16 01 02 02 01 01 02 02 2.7 LUGEON PATTERN luoeon calculated for 10m«n Run Z- Flow rate (llt/mln/m) 0.05 Total Pressure (bar) 2.29 Lugeon value 0 1 60 517 00 — 80 1644 80 1548 80 1650 80 1667 80 1675 80 1698 80 1706 80 1712 90 1728 80 1732 80 1648 80 1650 80 1667 80 1675 80 1682 80 17O6 80 1712 80 1728 80 1732 80 1739 04 02 17 08 07 08 06 16 04 07 79 Average Lugeon = Z- — Flow rate (IlVmln/m) 0.16 Total Pressure (bar) 3.09 Lugeon value • 1 2 40 5 28 __ 80.1754 80 1768 80 1782 80 1793 80 1806 80 1817 80 1827 80 1838 80 1850 80 1863 80 1768 80 1782 801793 80 1806 80 1817 80 1827 80 1838 80 185 80 1863 80 1874 Z- 14 14 11 13 11 1 1.1 12 13 11 12 Flow rate (lit/min/m) 0.24 Total Pressure (bar) 3 89 Lugeon value 1 — 1 60 5 3D -• 80 1874 80 1875 80 1882 80 1889 80 1895 80 1902 80 1909 80 1916 80 1922 80 1929 80 1876 80 1882 80 1889 80 1895 80 1902 80 1909 80 1916 80 1922 80 1929 80 1935 Z- 02 06 07 06 07 07 07 06 07 06 61 __ _ Flow rale (IlbmirVm) 012 Total Pressure (bar) 309 Lugeon value 0 -• OBC 550 80 1935 80 1936 80 1939 80 1943 80 1947 80 1951 80 1954 80 1958 80 1962 80 1966 80 1936 80 1939 80 1943 801947 80 1951 80 1954 80 ’958 80 1962 80 1966 80 1969 V ■ 01 03 04 04 04 03 04 04 04 03 34 -A Flow rate (IlbmirVm 0.07 Total Pressure (bar 2.29 Lugeon value 0 25LUGEON TEST Project feasibility study Client________ MOWR Location Type of packer Packer diam Ground waler level (m) Ground water after lest (m) Packer position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- 265 75mm Dam axis Single 75mm 25 5 Pressure (bare) Duration (minute) Waler meter reading m’ Initial Final Volume of water consumed (lit) 1 00 918 80 4957 00 4959 80 4962 00 4965 80 4968 80 4971 80 4959 80 4 962 00 4965 80 4968 80 4971 80 4974 £■ 02 03 03 03 03 03 03 0.3 03 03 29 Flow rale (llt/mln/m) 0.04 Total Pressure (bar) 3.72 Lugeon value 0 2 00 9 29 80 4974 80 4990 80 5006 80 5022 80 5038 80 5054 80 4990 B0 5006 80 5022 80 5038 80 5054 80 5070 Z ■ 16 16 16 18 16 16 16 16 16 16 16 Average Lugeon = =iowrype = Flow rale (llt/mln/m) Total Pressure (bar) Lugeon value 3 00 9 40 80 5073 805110 80 5208 80 5238 80 5265 80 5290 80.5318 80 5343 80 5370 80 5397 00 511 80 514 80 5238 80 5265 80 529 80 5318 80 5343 80 537 80 5397 80 5422 Z- 4 3 3 27 25 28 25 27 27 25 28 4 Flow rate (lit/mln/m) 0.42 Total Pressure (bar) 5 72 Lugeon value 1 Total pressure Vs Lugeon value 200 9 51 80 5439 80 5445 80 5472 80 5487 80 5509 80 5517 80 5521 80 5535 80 5558 80 5572 80 5445 80 5472 80 5487 80 5509 80 5517 80 5521 80 5535 80 5558 80 5572 80 5586 Z« 06 2.7 15 2.2 08 04 14 23 14 14 14 7 Flow rate (llt/mln/m) 0 22 Total Pressure (bar) 4.72 Lugeon value Q 1 00 10 02 80 5597 80 5605 80 5613 80 5622 80 563 80 5637 80 5644 80 5653 80 5662 80 5669 80 5605 80 5613 80 5622 80 5630 80 5637 80 5644 80 5653 80 5662 80 5669 80 5677 Z« 08 08 09 08 07 07 09 09 07 08 8 Flow rale (llt/mln/m) 0.12 Total Pressure (bar) 3.72 Lugeon value q 25Arjo-Dedessa Imgation Project feasibility study _ Client__________MOWR________. Location Type of packer Packer diam Dam Axis Single 100mm Ground water level (m) legeon test Packer position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- Borehole depth (m) Test No. B.H inclination from vertical_________0_____ Date 16/04/2006 Ground water after test (m) Duration (minute) Volume of water consumed (in liter) 69.1329 69 1535 69 1727 69 1927 69 2144 69 2342 69 2674 69 2816 69 3045 69 3265 69 1535 69 1727 69 1927 69 2144 69 2342 69 2674 69 2816 69 3045 69 3265 69 3487 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 69 3487 69 3883 69 4071 694376 69 4705 69.5039 69.5359 69 5784 69 6023 69 6348 69 3883 69 4071 69 4376 69 4705 59 5039 69.5359 69.5784 69 6023 69 6348 69 6648 Z = 39 6 18 B 30 5 32 9 334 32 42 5 23 9 32.5 30.0 316.1 Flow rate (lit/min/m) Total _______ Pressure (bar) Lugeon value 69 7212 69 7514 Average Lugeon = 69 7897 Flow type * { 69.8188 69 8498 69 8636 69 884 69 9032 69 9227 69 9417 Flow rate (lit/min/m) Total Pressure (bar) _______ Lugeon value 69 9662 699725 69 9967 70 0005 70 0121 70 0248 70 0368 70 0502 70 0620 70 0753 Flow rate (lit/min/m) Total Pressure (bar) _______ Lugeon value 70 1020 70 1214 70 1407 70 1624 70 1790 70 1958 Total pressure Vs Lu aeon value 69 9662 69 9725 69 9967 70 0005 70 0121 70 0248 70 0368 70 0502 700620 1336 70.0870 70.1020 70.1214 70.1407 70 1624 70 179 70.1958 70 2182 70 2182 70 2259 70 2259 70.2422 70 2422 70 2562 Flow rate (IIVmin/m) Total Pressure (bar) _______ Lugeon value 30LUGEON TEST Aqo-Dedessa imgalion Project feasibility study Client M0WR Location Dam Axis Packer position (m) 134 Hole Diameter 100mm Borehole No. AD2 Type of packer Packer dlam Single 100mm Height of manometer height of swivel Test section (m) from- to - 095 13 40 1780 Borehole depth (m) Test No B.H Inclination from vertical Date 18/04/2006 Time 9 04 AM Ground water level (m) 14 5 Ground water after test (m) 134 Pressure (bars) Duration (minute) Water meter reading m’ Volume of water Initial Final 0 so 9 04 70 3727 70 3728 70 3729 70 3737 70 3744 70 3759 70 3756 70 3753 70 3788 703775 70 3728 70 3729 70 3730 70 3744 70 3759 70 3756 70 3763 70 3768 70 3775 70 3781 01 01 01 07 15 07 05 07 06 .5 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 0.11 2.05 1 1 00 9 1500 70 3791 70 3807 70 3815 70 3821 70 3827 70 3833 70 3839 70 3845 70 3851 70 3857 70 3807 70 3815 70 3821 70 3827 70 3833 70 3839 70 3845 70 3851 70 3857 70 3860 16 08 06 06 06 06 06 06 06 03 6.9 Average Lugeon = flow type = Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 0.16 2 55 1 1 so 9 26 70 3897 70 3908 70 3916 70 3925 70 3945 70 3946 70 3956 70 3965 70 3975 70 3985 70 3908 70 3916 70 3925 70 3945 70 3946 70 3956 70 3965 70 3975 70 3985 70 3995 11 08 09 2 01 1 09 1 1 1 98 Flow rale (lll/mln/m) Total Pressure (bar) Lugeon value Total pressure vs Lugeon value 022 3.05 1 1 00 9 37 70 4015 70 4016 70 4017 70 4023 70 4028 70 4034 70 4039 70 4046 70 4059 70 4060 70 4016 70 4017 70 4023 70 4028 70 4034 70 4039 70 4046 70 4059 70 406 70 4063 01 01 06 05 06 05 07 13 01 03 48 Total Pressure (bar) 255 Lugeon value 0 050 9 48 70 4062 70 4065 70 4066 70 4069 70 4075 70 408 70 4087 70 4089 70 4095 70 4096 70 4065 70 4066 70 4069 03 01 03 70 4075 06 70 4060 70 4087 70 4089 70 4095 70 4096 70 4098 05 07 02 06 01 02 36 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 006 2 05 0 31LUGEON TEST Aqo-Dedessa Imgabon Project feasibility sludy ClientMOWR Location Type of packer Packer dlam Ground water level (m) Ground water after teat (m) Dam Axis Single 85mm 17 Packer position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- AD2 Borehole depth (m) Test No. B.H Inclination from vertical Date 19/04/2006 Time 9 22 AM Pressure (bars) 080 Miration (minute) Waler meter reading m’ Initial Anal Volume of water conaumed (lit.) 922 71 6695 71 6706 716717 71 6727 71 6737 71 6747 71 6757 71 6767 71 6779 71 6791 71 6706 71 6717 71 6727 71 6737 71 6747 71 6757 71 6767 71 6779 71 6791 71 5802 11 11 1 1 1 1 1 12 12 11 107 LUGEON PATTERN lugeon calculated for 10mm Run Flow rate (llUmln/m) Total Pressure (bar) Lugeon value 0.18 265 1 1 50 9 33 71 6833 71 6865 71 6887 71 6908 71 6921 71 6953 71 6975 71 6997 71 7019 71 7031 71 6865 71 6887 71 5908 71 6921 71 6953 71 6975 71 6997 71 7019 71 7031 71 7064 32 22 21 13 32 22 22 22 12 33 23.1 Average Lugeon = Flow type = Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 0.38 3.35 1 2 30 944 71 7133 71 7164 71 7196 71 7229 71 7262 71 7294 71 7326 71 7359 71 7392 71 7424 71 7164 71 7196 71 7229 71 7262 71 7294 71 7326 71 7359 71 7392 71 7424 71 7456 31 32 33 33 32 32 33 33 32 32 323 Flow rate (lltimln/m] Total Pressure (bar)l Lugeon value Total pressure Vs Lugeon value 0.54 4.15 1 1 50 9 55 71 7463 71 7479 71 7491 71 7514 71 7531 71 7549 71 7565 71 7583 71 7602 71 7619 71 7479 71 7491 71 7514 71 7531 71 7549 71 7565 71 7583 71 7602 71 7619 71 7637 16 12 23 17 18 16 18 19 17 18 17 4 Row rate (llUmlrVm Total Pressure (bar Lugeon value 0.29 3.35 1’ 0 80 1006 71 7636 71 7645 71.7659 71 7671 71 7676 71.7698 71 7703 71 7717 71 773 71 7745 71 7545 71 7659 71 7671 71 7676 7i 7698 71 7703 71 7717 71 7730 71 7745 71 7768 09 14 12 05 22 05 14 13 15 23 132 Flow rale (Ilt/mirVm 0.22 Total Pressure (bar)* 265 Lugeon value| 1 32LUGEON TEST Arjo-Dedessa Irrigation Project feasibility study Packer position |mj 23 8 Borehole depth (m) 28 85 Client MOWR Hole Diameter 85mm Test No. B.H Inclination from 4 Location Dam Axis Type of packer Single Packer dlam 85mm Ground water level (m) 186 Ground water after teat (m) 184 Borehole No. AD2 Height of manometer height of swivel 1 55 vertical 0 Dale 20/04/2006 Time 9 08 AM Test section (m) from- to- 23 80 28 85 Pressure (in bars) Duration (minute) Water meter reading m3 Initial Final Volume of water consumed (In liter) 080 908 72 5886 72 6230 72 6580 72 6654 72 6808 72 6906 72 7028 72 7148 72 7258 72 7355 72 6230 72 6580 72 6654 72 6808 72 6906 72 7028 72 7148 72 7258 72 7355 72 7418 344 35 74 154 98 12 2 12 11 97 63 1532 Flow rate (llt/min/m) 3.03 Total Pressure (bar) 282 Lugeon value 11 200 919 72 7418 72 7507 72 7597 72 7507 72 7597 72 7698 89 9 101 OBSERVATION: - Packer test failed at medium pressure, it couldnot seal the hole 33LUGEON TEST Arjo-Dedessa Irrigation Project Client feasibility study Packer position (m) 29 2 MOWR Holo Diameter 85mm Location Dam Axjs Bon holt No. AD2 Type of packer Single 85mm Height of manometer Packer dlam height of swivel 23 Ground water level (m) 179 Test section (m) from- 29 20 Ground water after tost (m) to- 34 40 Pressure (in bars) Water meter nadlng m’ Initial Final Volume of water consumed (In liter) 1 00 8 51 73 9653 73 9663 73 9723 73 9895 73 9965 73 9992 74 0076 74 0188 74 0236 74 0394 73 9663 73 9723 73 9895 73 9965 73 9992 74 0076 74 0168 74 0236 74 0394 74 0476 1 6 172 7 27 84 92 68 158 82 823 LUGEON PATTERN lugeon calculated for 10mm Run Flow nte (llt/mln/m) 1.58 Total Pressum (bar) 3.02 . Lugeon value 5 2 00 902 74 0518 74 0695 74 0790 74 0809 74 0909 74 1004 74 1196 74 1206 74 1325 74 1439 74 0695 74 0790 74 0809 74 0909 74 1004 74 1196 74 1206 74 1325 74 1439 74 1 569 177 95 19 10 95 192 1 11 9 11 4 13 105.1 Average Lugeon = Flow type = 7 Laminar Flow rate (llt/min/m) 2.02 Total Pressun (bar) 4.02 Lugeon value 5 3 00 9 13 74 1760 74 1B26 74 1978 74 2147 74 2398 74 2578 74 2627 74 2877 74 2950 74 3105 74 1826 74 1978 74 2147 74 2398 74 2578 74 2627 74 2877 74 2950 74 3105 74 3272 66 152 16 9 25 1 18 49 25 73 155 16 7 151 2 Flow rate (llt/mln/m) 2.91 Total Pressun (bar) 5.02 Lugeon value 6 200 9 24 74 3625 74 3848 74 3960 74 4014 74 4127 74 4257 74 4513 74 4648 74 4865 74 4982 74 3848 74 396 74 4014 74 4127 74 4254 74 4485 74 4648 74 4865 74 4982 74 5015 223 11 2 54 11 3 12 7 228 13 5 21 7 11 7 33 135 9 Flow rate (llt/mln/m) 261 Total Pressun (bar; 4.02 Lugeon value 7 1 00 9 35 74 5015 74 5193 74 5232 74 5315 74 5497 74 5575 74 5679 74 5757 74 5823 74 5901 74 5193 74 5232 74 5315 74 5497 74 5575 74 5679 74 5752 74 5823 74 5901 74 5987 178 39 83 182 78 104 73 66 7B 86 967 Flow rate (llt/mln/m 1.86 Total Pnssun (bar 3 02 Lugeon value 6 34LUGEON TEST Aqo-Dedessa Irrigation Project feasibOty sludy Client_________ MOWR Packer portion (m) Hole Diameter 344 75mm Location Dam Axis Borehole No. A02 Type of packer Height of manometer Packer dlam 75mm height of swivel Borehole depth (m) Test No. B.H Inclination from vertical____________ Date 26/04/2006 Time 10 58 AM Ground water level (m) 18 85 Test section (m) from- Ground waler after test |m| Water meter reading mJ Pressure (In bars) Duration (minute) consumed (in Initial Final mm---------- 1 20 10 58 77 7715 77 7716 77 7717 77.7718 77 7721 77 7722 77.7723 77 7724 77 7716 77 7717 77 7718 77 7721 77 7722 77 7723 77 7724 77 7725 01 01 01 03 01 01 0.1 0.1 01 01 12 LUGEON PATTERN Row rate (Ilt/mlrVm) 0 02 Total Pressure (bar) 3 39 Lugeon value 0 250 11 09 77 7725 77 7727 77 7728 77 7729 77 7729 77 7727 77 7728 77 7729 77 7729 77 7730 66 5190 02 01 01 0 01 01 01 01 01 01 1 Average Lugecn = Flow type = Row rate (Ilt/mlrVm) 0.02 Total Pressure (bar) . 4.80 Lugeon value 0 3 80 11 20 77 7730 77 7735 77 7735 77 7736 77 7737 77 7738 77 7738 77 7735 77 7735 77 7736 77 7737 77 7738 77 7738 77 7739 05 0 01 01 01 0 01 01 01 01 12 Flow rate (Ilt/mlrVm) Total Pressure (bar) Lugeon value 002 599 0 2 50 11 31 77 7740 77 7741 77.7742 77 7742 77.7743 77 7741 77 7742 77 7742 77 7743 77 7744 01 01 0 01 01 01 01 01 01 01 09 r- Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 002 4.69 0 1 20 11 42 77 7744 77 7745 77 7745 77 7746 77 7746 77 7747 77 7745 77 7745 77 7746 77 7746 77 7747 77 7748 01 0 01 0 01 01 01 01 01 01 08 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 35LEGEON TEST Project Client Location Type of packer Packer diem Ground water (aval (m) Ground water attar teat (m) Duration i minute) 10.15- 10 16 10.16- 10 17 10:17- 10 18 10:18-10:19 10:19 - 10:20 10 20- 10 21 10:21 - 10:22 10:22- 10 23 10 23- 10 24 Ar)o-Dedessa Irrigation feasibility sludy MOWR Dam Axis Packer position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (ml from- Borehole depth (m) Test No. B.H inclination from vertical________30 Date 16/04/2006 Time 10 14 68.6916 68.7036 Flow rate (liVmm/m) 1 00 10 25- 10 26 Total Pressure (bar 122 Lugeon value 35.70 68.8404 10 10 34- 10.35 68 8500 68.8631 68 8788 68 9566 68 9639 68 9791 68 9744 68 9797 68 9877 Flow rale (ht/min/m) 68.8631 68.8788 68 8793 68 9639 68 9791 68 9744 68 9797 68 9877 68 9939 S» 13.1 15.7 05 73 15.2 - 53 8 62 B0 9 2 696666667 Total Pressure (bar. 1.72 Lugeon value 15.65 1 50 10 36- 10 37 68.9939 1 10 46- 10 47 68 9946 68 9948 68 9953 68 9960 68 9761 68 9769 68 9987 68 9994 68 9998 68 9998 68 9948 68 9953 68 996 58 9761 68 9769 68 9987 68 9994 68 9998 68 9998 68 9999 Averaoe Luaeon 3 88341 Flow type = trpuiant flow I« 02 05 07 08 21.8 07 04 0 0.1 25.9 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 086 222 4- 1 00 10 48 10 49 10 57 - 10.58 69 0010 69 0020 69 0053 69 0088 69 0101 69.0118 69 0179 69 0238 69 0279 69 0508 69 002 69 0053 69 0088 69 0101 69 0118 69 0179 69 0185 69 0279 69 0309 69 0672 i ■! 1 33 35 13 17 61 06 41 3 164 41 - Flow rate (lit/min/m) Total Pressure (bar) 1.37 1.72 0 50 10 59- 11 00 Lugeon value 8 (bar) 10 08- 11 09 69 0672 69 0673 69 0675 69 0743 69 0899 69 1048 69 1174 69 1264 69 1357 69 1446 — 69 0673 69 0675 69 0743 69 0899 69 1048 69 1174 69 1264 69.1357 69 1446 69 1528 I■ Flow rate (lit/mlrVm) Total Pressure (bar) 01 02 68 156 14 9 126 9 93 89 82 85 6 2.85 122 23 36II II < a M ? u. "e ? I 6 w •> • E o I M)<oa><n<n<O'S«nr-^r O3<r)|0<0rt<DinNi'. StOOQr-CMCMrtV’I ■’T tt oooooooooo fl II M • 1 «nr^®a»Q»-PMCM<nw ww’rw*n»nin«nm«n oooooooooo r~.r^r^r-r~r^r-r~r^r- oooooooooo o o o o «- CN tn o» cr> r> r) ® <- m ® cn r~ r- cd ® co o» a> » o> a> a» o o o o o o r- r_ r- r- f a B □ o e £> C i M I* s § 1 f1I1I1Ii 1I!I1I1I! Flow rata (llUmln/m) 107 Total Praasura (bar) 1 36 Lugeon valua_________ BAqo-Dedessa imgabon Project feasitxlrty sludy 25 00 Client __________ Location MOWR __________ Darn Aus Packer position (m)_________ 21 5_______ Borehole depth (m) _____________________NQ________ Teat No. 2 Hola Dlamotar B.H Inclination from Borehole No. _________ AD3 vertical______ 30 Type of packer___________ Single__________ Height of manometer________________ -_________ Date 18/04/20C ____________ NQ___________ height of swivel___________________ 1 2________ Time 8 51 Packer dlam Ground waler level (m)_____________ 5 3___________ Teat section (m) from-_____________21 50_______ Ground water after teat (m)_____________ 5 2___________ Io-_____________________________ 25 00_______ Flow rata (Ilt/mlrVm) 1.07 Total Pressure (bar) 1.36 Lugeon value________fl IIIII II II II I I 1LUGEON TEST Arjo-Dedessa Irrigation feasibility study Project Client MOWR 1 oration Packer position (m) 25 Hole Diameter NQ Borehole No AD3 Typn of packer Single Heidht of manometer Packer dlam NO Ground water level (m) 56 Ground waler after test (m] 56 height of swlve 1 1 Test section (m) from 25 00 Borehole depth (m) Teat No. B.H Inclination from vertical Date 19/04/2006 Time 2 12 AM to 30 00 Pressure (In bars) Duration (minute) Water meter reading m1 Initial Final Volume of water consumed (lit) 1 00 2 12 70 9821 71 0003 71 0115 71 0245 71 0374 71 0591 71 0615 71 0794 71 0814 71 0642 71 0003 71 0115 71 0245 71 0374 71 0591 71 0615 71 0794 71 0814 71 0842 71 0863 £- 182 11 2 13 12 9 21 7 24 17 9 2 28 21 1042 Flow rate (llt/min/m 2.08 Total Pressure (bar 1.58 Lugeon value 13 2 00 2 24 00 71 0974 71 1194 71 1201 71 1320 71 1437 71 1554 71 1664 71 1763 71 1867 71 1964 71 1194 71 1201 71 1320 71 1437 71 1554 71 1664 71 1763 71 1867 71 1964 71 2084 £- 22 07 11 9 11.7 11 7 11 99 10 4 97 12 111 Average Lugeon = Flow type = Flow rale (lit/mln/m| 2.22 Total Pressure (bar. 2.58 Lugeon value 9 300 2 34 71 2197 71 2321 71 2591 71 2773 71 2649 71 3045 71 3229 71 3416 71 3604 71 3892 71 2321 71 2591 71 2773 71 2849 71 3045 71 3229 71 3416 71 3604 71 3892 71 398 £- Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 12 4 27 18 2 76 196 184 18 7 18 8 28 8 88 1783 3 57 3.58 10 Total pressure Vs Lugeon value 200 2 44 71 3980 71 4143 71 4290 71 4439 71 4683 71 4720 71 4877 71 5023 71 5156 71 5280 71 4143 71 429 71 4439 7i 4683 71 472 71 4877 71 5023 71 5156 71 528 71 5411 Z • Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 16 3 14 7 14 9 24 4 37 15 7 14 6 133 12 4 13 1 143.1 U 286 2.58 11 1 00 2 54 71 5525 71 5658 71 5894 71 5918 71 6044 71 615 71 6271 71 635 71 6412 71 6441 71 5658 71 5894 71 5918 71 5044 71 6150 71 6271 71 6350 71 5412 71 5441 71 5497 Z - Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 13 3 23 6 24 12 6 106 12 1 79 62 29 56 97 2 1.94 1 58 12 38LUGEON TEST Arjo-Dedessa Irrigation Project feasibility study Client MOWR Dam Axis Packer poaHlon (m) 30 Hole Dtimeter NQ Borehole No ADJ Type of packer Pecker dum NQ Ground writer level (m) 56 Ground weter after teat (m| 56 Height of manometer height of iwtvel Teat taction (m) from- to- - 13 30 00 35 00 Praaturt (m bare) 1 00 Duration (minute) Water meter reading m’ Volume of writer consumed (kn Irter) 3 26 71.6101 71 6327 71 6548 71 8731 71 8831 71 9136 71 9341 71 9559 71 9724 71 9918 71 8327 71 8549 71 8731 71 8931 71 9136 7 1 9341 71 9559 71 9724 71 8919 72 0109 LlfGEON PATTERN lugeon calculated tor 10mm Run !■, 226 222 112 20 20 5 20 5 21 8 16 5 19 5 19 200.8 Flow rate (lit/mln/m) 4.02 Total Pressure (bar) 1.60 Lugeon value 25 250 3 37 00 72 0330 72 0547 72 0757 72 0967 72 1156 72 1349 72.1543 72 1748 72 1958 722160 72 0547 72 0757 72 0967 72 1156 72 1349 72 1543 72 1748 72 1958 72 2160 72 2391 Z- 21 7 21 21 189 193 194 20 5 21 20 2 231 206.1 Average Lugeon Flow type Flow rate (lit/min/m) 4.12 Total Pressure (bar) 3.10 Lugeon value 13 350 347 722391 722571 72 2736 72 2849 72 2966 723041 72.3149 72 3227 72 3262 72 3349 722571 72 2736 72 2849 72 2966 72 3041 72 3079 72 3227 72 3262 72 3349 72 3535 £« Flow rate (IlVmln/m) Total Pressure (bar) Lugeon value 18 16 5 11 3 11 7 75 38 7B 35 87 186 107.4 Total pressure Vs Lugeon value 2.15 4.10 5 2 50 3 57 72 3535 72 3626 72 3779 72 3857 72 3986 72 4104 72 4216 72 4359 72 4497 72 4627 72 3629 72 3779 72 3857 72 3986 72 4104 72 4216 72 4359 72 4497 72 4627 72 4727 Z = Flow rate (liUmln/m) Total Pressure (bar) Lugeon value 94 15 78 12 9 11 8 1U 14 3 138 13 10 119 2 238 3.10 8 1 00 4 07 72 4727 72 4817 72 4917 72 5009 72 5049 72 517 72 5299 72 5354 72 5447 72 552 72 4817 72 4917 72 5009 72 5049 72 5170 72 5299 72 5354 72 5447 72 5520 72 5697 9 10 92 4 12 1 12 9 55 93 73 17 7 97 Flow rate (Ilt/mlrVm) Total Pressure (bar) Lugeon value 1.94 1.60 12 39lugeon test Project Client Location Type of packer Packer diam Ground water level (m) Ground water after test (m) Aqo-Oedessa irrigation feasitMlrty sludy MOWR Dam Axis Single NQ 54 54 Packer position |m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- lo- 35 NO AD3 15 35 00 40 00 Borehole depth (m) Test No B.H Inclination from vertical___________ Date 2004/2006 Time 4 01 PM _ Volume of water consumed (lit) Pressure (In bars) Duration (minute) 1 40 401 72 7957 72 8033 72 8279 72 8336 72 8330 72 8419 72 8498 72 8569 72 8625 72 8659 72 8033 72.8072 72 8336 72 8388 72 8419 72 8498 72 8569 72 8625 72 8659 72 8782 LUGEON PATTERN lugecn calculated for 10mm Run Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 72 9639 72 9661 72 9661 72 9799 72 9848 73 0054 73 0154 73 0474 73 0744 73 1391 73 1817 72.9799 72 9848 72 9992 73 0154 73 0474 73 0744 73 1391 73 1817 73 1879 I- 22 13 8 49 14 4 10 32 27 54 7 42 6 62 217.8 Flow rate (IH/mln/m) Total Pressure (bar) 4 00 421 73 3612 73 3683 73 3814 73 3982 73 4101 73 4227 73 4374 73 4528 73 4679 73 4835 73 3683 73 3814 73 3982 73 4101 73 4227 73 4374 73 4528 73 4679 73 4835 73 4991 I" Flow rale (llt/min/m) Total Pressure (bar) Lugeon value 71 131 16 8 11 9 126 14 7 15 4 151 156 156 137.9 Total pressure Vj Lugeon value 2.76 460 6 2 50 4 31 73 4991 73 5042 73 5149 73 5344 73.5443 73 5616 73 5867 73 6121 73 6394 73 6793 73 5042 73 5149 73 5344 73 5443 73 5616 73 5867 73 6121 73 6394 73 6793 73 5917 I- Flow rate (Itt/mln/m) Total Pressure (ber) Lugeon value 51 10 7 195 99 17 3 25 1 25 4 27 3 39 9 12 4 192.6 3 85 320 12 1 40 4 41 73 7648 73 8042 73 8348 73 8639 73 8877 73 9037 73 9227 73 9425 73 9604 73 9788 73 8042 73 8348 73 9639 73 8877 73 9037 73 9227 73 9425 73 9604 73 9788 73 9978 I- Flow rate (llt/mln/m| Total Pressure (bar) Lugeon value 39 4 306 291 23 8 16 19 198 179 184 19 233 4.66 200 23 40LUGEON TEST Arjo-Dedesw Irrigation Projectfeasibility study ClientMOWR__________________ Locatlon Type of packer Packer diam Ground waler level (m) Dam Axis Single NQ 54 Ground waler after lest (m) 52 Packer position (m) Hole Diameter Boraholo No. Height of manometer height of swivel Test section (m) from- to- Borehole depth (m) Tesl No. B.H Inclination from vertical ______________ Date 29/04/2006 Time 10 09pm Duration (minuta) 10 09pm Volume of water consumed (lit) 74 6670 74 6728 74 6808 74 6840 74 6991 74 7138 74 7281 74 7414 74 7535 74 7626 74 7800 74 7949 74 8082 74 8246 74 8414 74 8585 74 8767 74 8940 74 9116 74 9274 74 9376 74 9426 74 9527 74 9601 74 9610 74 9614 74 9615 74 9616 74 9617 74 9619 75 0039 75 0177 75 0359 75 0534 75 0695 75 0826 75 1001 75 1195 75 1395 75 1593 75 1794 75 1934 75 2089 75 2227 75 2335 75 2464 75 2616 75 3088 75.3225 75 3372 74 6728 74 6808 74 6840 74 6991 74 7138 74 7281 74 7414 74 7535 74 7626 74 7653 Flow rate (llt/mln/m) Total Prasaura (bar) Lugeon value 74 7949 74 8082 74 8246 74 8414 74 8585 74 B767 74 8940 74 9116 74 9274 74 9375 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 74 9426 74 9527 74 9601 74 9610 74 9614 74 9615 74 9616 74 9617 74 9619 Flow rate (llt/nun/m) Total Pressure (bar) Lugeon value 75 0177 75 0359 75 0534 75 0695 75 0826 75 1001 75 1195 75 1395 75 1593 75 1794 Flow rate (Ilt/mirVm) Total Pressure (bar) Lugeon value 75 1934 75 2089 75 2227 75 2335 75 2484 75 2616 75 2868 75 3225 75 3372 75 3539 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value Average Lugeon = Ftcrw type = 41LUGEON TEST Arjo-Dedessa Irngation feasibility study Project Client MOWR Location Dam Axis Packer dlam NQ Ground water level (m) 540 Ground water after test (m) 5 20 Packer position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- to- 45 00 NQ AD3 - 1.6 45.00 50.00 Borehole depth (m) Test No. B.H Inclination from vertical 30 Date 22/04/2006 Time 8:45 Waler meter reading m’ Pressure (in bars) Duration (minute) Initial Final Volume of water consumed (hi) 1 70 8 50 754257 75.4350 75 4549 75 4731 75 4916 75 5097 75.5274 75 5472 75 5660 75 5859 75 4350 75 4549 75 4731 75 4916 75 5097 75 5274 75 5472 75 5660 75.5859 75 6031 I- 93 199 18 2 185 18 1 17.7 198 18 8 19 9 172 177.4 Flow rate (lit/mirVm) Total Pressure (bar) Lugeon value 3.55 2.31 15 3 30 75 6031 75 6274 75 7154 75.7439 75.7714 75 8827 75 9089 75 9314 75 9770 75 9992 75 6274 75 6557 75 7439 757714 75.7991 75 9089 75 9314 75 9549 75.9992 76 0228 Average Lugeon = 9/, Flow type = ^TUfbulinUIOWt Z» 24 3 28 3 28 5 27 5 27 7 26 2 22 5 23.5 22 2 23 6 254 3 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 509 3.91 13 500 76 0448 76 0728 76 1010 76 1309 76 1587 76 1798 76 1994 76 2227 76 2445 76 2669 76.0728 76 101 76 1309 76 1587 76 1798 76 1994 76.2227 76 2445 76 2669 76 2898 Z- 28 28 2 29 9 27 8 21 1 19 6 23 3 21 8 22 4 22 9 245 Tolal pressure Vs Lugeon value Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 4.90 5.61 9 330 76.2898 76 3076 76 3262 76 3442 76 3613 76 3785 76 3985 764184 76 4386 76 4672 76 3076 76 3262 76 3442 76 3613 76 3785 76 3985 76 4134 76 4386 76 4672 76 4801 Z- 178 18 6 18 17 1 172 20 199 20 2 28 6 12 9 190.3 Flow rate (liVmin/mj Total Pressure (bar) Lugeon value 3.81 3.91 10 1 70 76 4801 76 4971 76.5116 76 5243 76 5376 76 5507 76 5627 76.5754 76 5888 76 5978 76 4971 765116 76 5243 76.5376 76.5507 76 5627 76 5754 76 5888 76 5978 76 6079 Z « 17 14 5 127 133 13 1 12 12.7 134 9 10 1 127.8 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 2.56 2.31 11 42lugeon test Arjo-Dedessa Irrigation Packer position (m) Borehole depth (m)------------ 55 00. Test No. _______ 8— Project B.H Inclination from Client mowr ------ Hole Diameter vertical 30 Borehole No. nate 25/04/2006 Location Dam Axis Height of manometer Time 348 Type of packer height of swivel Packer diam Test section (m) from- Ground water level (m) Ground water after test (m) Duration (minute) Volume of water consumed (In liter) 77 5206 77 5268 77 5300 77 5333 77 5374 77 5385 77.5416 77 5457 77 5491 77 5519 77 5633 77 5642 77 5643 77 5653 77 5669 77 5685 77 5693 77 5716 77 5731 77 5818 77 5899 77 5999 77 6076 77 6161 77 6254 77 6311 77 6403 77 6484 77 6541 77 6574 77 7004 77 7029 77 7046 77 7062 77 7077 77 7081 77 7101 77 7127 77 7144 777156 77 5268 77 5300 77 5333 77 5374 77 5385 77 5416 77 5457 77 5491 77 5519 77 5523 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 77 5642 77 5643 77 5653 77 5669 77 5685 77 5693 77 5716 77 5731 77 5818 77 5899 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 77 5999 77 6076 77 6161 77 6254 77 5311 77 6403 77 6484 77 6541 77 6574 77 6593 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 77 6666 77 6693 77 6745 77 6773 77 6824 77 6865 77 6901 77 6936 77 6968 77 7004 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 77 7029 77 7046 77 7062 77 7077 77 7081 77 7101 77 7127 77 7144 77 7*56 77 7168 Flow rate (lit/min/m) Total Pressure (bar) ______ Lugeon value LUGEON PATTERN Average Lugeon = F low type = 43LUGEON TEST LI Aqo-Dedessa legation Project feasibility study ClientMOWR Location Type of packer Packer dlam Dam Axis Single NO Packer position (m) Holo Diameter Borehole No. Height of manometer height of swivel AD3 11 Borehole depth (m) Test No. B.H Inclination from vertical Date 26/04/2006 Time 10 00 AM Ground water level (m) 54 52 Test section (m) from- 55 00 Ground water after teat (m) to- 50 00 Pressure (in bars) Duration (minute) Water meter readlna m3 Initial Final Volume of water consumed (In liter) 200 1000 LUGEON PATTERN luoeon caiculaied tor 10mm Run .■ 77 7294 77 7304 77 7306 77 7307 77.7307 77 7307 77 7307 77 7307 77 7307 77 7307 77 7304 77 7306 77 7307 77 7307 77 7307 77 7307 77 7307 77 7307 77.7307 77 7307 £■ 1 02 0 05 0 05 0 0 0 o 0 0 1.3 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 0 03 2 56 0 4 00 1010 77 73085 77 73095 77 73105 77.73115 77 73125 77 73130 77 73140 77 73145 77 73155 77 73160 77 73095 77 73105 77 73115 77 73125 77 73130 77 73140 77 73145 77 73155 77 73160 77 73165 Average Lugeon = Plow type = Z- 01 01 01 0.1 0 05 01 005 01 0 05 0 05 08 Flow rate (llt/mln/m> Total Prwsaure (bar) Lugeon value 0.02 4.56 0 6 00 10 20 77 7332 77 7357 77 7374 77 7401 77.7435 77 7459 77 7484 77 7508 77 7523 77 7549 77.7357 77 7374 77 7401 77 7435 77 7459 77 7484 77 7508 77.7523 77 7549 77 7571 £• 25 17 27 34 24 25 24 15 26 22 23.9 Flow rate (HUmln/m) Total Pressure (bar) Lugeon value C48 6.56 1 400 10 30 77 7595 77 7604 77 7612 77 7523 77 7632 77 7540 77 7548 77.7656 77 7664 77 7672 77 7604 77 7612 77 7623 77 7632 77 764 77 7648 77 7656 77 7664 77 7672 77 768 £■ 09 08 11 09 08 08 08 08 08 08 85 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 017 456 o 200 10 40 77 7681 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 77 7682 I- 01 0 0 0 0 0 0 0 0 0 0.1 Flow rate (IIUmln/mH Total Pressure (bar)l Lugeon value 000 256 0 44LUGEON TEST Project Client Location Type of packer Packer dlam Ground waler level |m) Ground water after test (m) Arjo-Dedessa imgation feasiMity slud/ MOWR Dam Axis Sngle NQ 54 52 Packer position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from Borehole depth (m) Teel No. B.H Inclination from vertical - Water meter reading m’ Pressure (in bars) Duration (minute) Initial Final Volume of water consumed (lit) 2 20 500 77 7951 77 7965 14 77 7965 77 7969 77 7971 77 7976 77 7976 77 7983 77 7987 77 7967 77 7987 77 7969 77 7971 77 7976 77 7976 77 7983 77 7987 77 7987 77 7987 77 7987 LUGEON PATTERN lugeon calculated for lOm<n Run Z- 04 02 05 0 07 04 0 0 0 36 Flow rate (llt/mln/m) 007 Total Pressure (bar) Lugeon value 272 0 4 40 515 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 77 79880 Average Lugeon = Flow type = Z" 0 0 0 0 0 0 0 0 0 0 0 Flow rale (llt/mln/m) Total Pressure (bark Lugeon value 000 4 92 0 660 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 798e 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 Z ■ 0 0 0 0 0 0 0 0 0 0 0 Flow rate (llt/mln/m)! Total Pressure (bar) 000 7 12 Lugeon value 4 40 0 77 7988 77 7988 77 7988 77 79B8 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 0 0 0 0 0 0 0 0 0 0 L ■ Flow rate (llUmln/m) Total Pressure (bar) 000 492 2 20 77 7988 77 7988 77 7988 77 7988 77 7»88 77 7988 77 7988 77 7988 77 7 88 9 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 r■ 0 o 0 0 0 o o 0 o 0 Flow rate (lll/mln/m 000 Total Pressure <t>ar>l Lugeon value 45LUGEON TEST Arjo-Oedessa imgalion Project feasibility study Client_________ MOWR_______ Location Type of packer Packer dlam Packer position (m) Hole Olameter Borehole No. Height of manometer height of swivel Test section (m) from Borehole depth (m) Test No. B.H Inclination from vertical_______________ Date 27/04/2006 Time 9 00 Ground water after test (m) 51 to- 70 00 Water meter reading m* Volume of water Pressure (In bars) uur Rumdi Baioi a /imjiiimnuttute}*/ Initial Final 2 40 77 9301 77 9307 77 9313 77 9320 77 9370 77 9374 77 9378 77 9380 77 9384 77.9388 77 9307 77 9313 77 9320 77 9323 77.9374 77 9378 77 9380 77 9384 77 9388 77 9391 06 08 □7 03 0.4 04 02 0.4 04 03 4.3 LUGEON PATTERN lugeon calculated for lOm»n Run £- Flow rate (Ut/mlrVm) 000 Total Pressure (bar} Lugeon value 3 01 0 4 80 77 94C20 77 94120 77 94400 77 94510 77 94580 77 94670 77 94730 T' 94810 77 94910 77 94990 77 94120 77 94210 77 94510 77 94580 77 94870 77 94730 77 94810 77 94910 77 94990 77 95070 1 09 11 07 09 08 08 1 08 08 8.0 • Average Lugeon = Flow type = £- Flow rate (IlVmin/m) Total Pressure (bar) Lugeon value 0.17 5.41 0 7 20 77 9521 77 9560 77 9588 77 9609 77 9638 77 9668 77 9694 77.9710 77 9726 77.9748 77 956 77 9588 77 9609 77 9638 77 9668 77 9694 77 971 77 9726 77 9748 77 9779 £- 39 28 21 29 3 26 16 16 22 31 258 Flow rate (IWmin/m) Total Pressure (bar) 0.52 Total pressure Vi Lugeon zaiue 7 81 Lugeon value 480 1 77 9799 77.9605 77 9809 77 9617 '7 9823 77 9829 77 9835 77 9841 77 9849 '7 9856 77 9805 77 9609 77 9817 77 9823 77 9829 77 9835 77 9641 77 9849 77 9856 77 9862 £- 06 04 08 06 06 08 06 08 07 06 63 Flow rate (IH/mln/m) Total Pressure (bar>| 0.13 541 2 40 77 9864 T' 9864 77 9864 77 9864 77 9864 77 9864 77 9864 77 9864 0 0 0 0 I» o Flow rate (IlVmlrVm) Tout Pressure (bar) 0.00 3 01 Lugeon valuef 46LUGEON TEST Aqo-Oedessa Irrigation Project Client feaaitxlity study MOWR Pecker position (m) Hole Diameter Borehole depth (m) Test No. B.H Inclination from Location Dam Aajs AD3 vertical_______3_0____ Type of packer Packer dlam Single NO Date 27/04/2006 Time 8 31 Ground water level (m) 56 Ground water after test (m) 59 91 00 Duration {minute) Water meter reading m1 Volume of water | Initial Anal V■ 2 90 8 32 — 78 0022 78 0066 78 0102 78 0131 78 0194 78 0205 78 0235 78 0263 78 0290 78 0315 78 0066 78 0102 78.0131 78 0164 78 0205 78 0235 78 0263 78 0290 78 0315 78 0332 LUGEON PATTERN lugeon calculated for 10mm Run E- 44 36 29 3.3 41 3 28 2-7 25 17 31 k■ Flow rate (llt/mln/m Total Pressure (bar) Lugeon value 0 62 342 2 5 60 ------ . •. e 78 03320 78 03870 79 34200 78 34720 78 05280 78 05940 78 06510 7807230 7807870 78 06590 78 03870 78 04280 78 04720 78 05280 78 05940 78 06510 78 07230 78 07870 78 08590 78 09260 E- 55 41 44 5.6 56 57 72 64 72 67 59.4 ■- Flow rale (llt/mln/m) Total Pressure (bar) Lugeon value 1.19 Average Lugeon = Paw type = 622 2 8 40 — 78 0926 78 1005 78.1105 78 1163 78 1236 78 1327 78 1418 78.1513 78 1612 78 1700 78 1005 78 1105 78 1163 78 1236 78 1327 78 1418 78 1513 78 1612 78 17 78 1815 I- 79 10 58 73 91 91 95 99 8a 11 5 88 9 * Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 1 78 9.02 2 5 60 • — 78 1929 78.1019 78 1104 78 1175 78 1251 78 1334 78 1410 78 1489 78 1570 78 1645 78 2019 78 1104 78 1175 78 1251 78 1334 78 141 78 1489 78 157 78 1645 78 1723 - E■ 9 85 71 76 83 76 79 81 75 78 79 4 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 1.59 622 3 2 80 ■* — 78.1763 78 1812 78 1850 78 1908 78 1948 78 1993 78 2031 78 2085 78 2124 78 2182 78 1812 78 1850 7 9 1908 78 1948 78 1993 78 2031 78 2085 78 2124 78 2182 78 2227 vSI E- 49 38 58 4 45 38 54 39 58 45 464 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 093 3 42 3 47LUGEON TEST Aqo-Dedessa irrigation Project feasibility study Packer position (m) Borehole depth (m) Client MOWR Holo Diameter Tost No B H inclination from Location 0am Axis Borehole No. A 03 vortical Type of packer Single Height of manometer Packer diem NQ height of swivel Ground water level (m) 56 Test section (m) from- Ground waler after test (m) 52 92 00 Water meter reading m* Volume of water Pressure (In bars) Duration (minute Initial Final consumed (In liter) 3.00 78 3528 78 3529 78 3530 78 3531 78 3533 78 3536 78 3539 78 3543 78 3529 78 3530 78 3531 78 3533 78 3536 78 3539 78 3543 78 3547 LUGEON PATTERN mgeon calculated for 10mm Run 78 3547 78 3551 78 3551 78 3554 £• 0.1 0 05 0 15 02 03 03 04 4 04 03 26 Flow rate (llt/mln/m Total Pressure (bar Lugeon valui 002 3.50 0 600 78 35560 78 35560 78 35560 78 35560 78 35560 78 35560 78 35560 78 35560 78 35560 78 35560 78 35560 78 35560 78 35560 76 35560 78 35560 78 35560 78 35560 78 35560 79 35560 79 35560 0 0 0 0 0 0 0 0 00 0 0 Average Lugecn = F *ow type = Flow rate (llt/mln/m Total Pressure (bar> Lugeon valuei 0.00 6.59 0 750 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 78 3556 E■ 0 0 0 0 0 0 0 0 0 0 0 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon valuej a oo Total pressure Vs Lugeon raiue 809 0 600 78 3555 78 3555 78 3555 78 3564 78 3566 78 3566 78 3574 78 3583 78 3583 78 3583 78 3555 78 3555 79 3564 78 3566 78 3568 78 3574 78 3583 78 3583 78 3583 78 3583 IJO i 790 7 1X J 500 * 100 JJ 33 230 ' JO .X E■ 0 0 09 02 02 06 09 0 0 0 2.8 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 0.03 6.59 3 00 0 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 77 7988 r* 0 0 0 0 0 0 0 0 0 0 0 Flow rate (llt/min/mj Total Pressure (bars Lugeon value 000 3 59 0 48Arjo-Dedessa Imgabon Project feasibility study ClientMOWR__________________ LEGEON TEST Packer position (m) Hole Diameter Borehole depin (m) Test No. B.H Inclination from Location Dam Ajas Borehole No. AD4 vertical Type of packer Single Height of manometer Date 22/4/2006 Packer diam 100 height of swivel Time 9 00 AM Ground water level (m) 1 85 Test section (m) from- Ground water after test (m) 19 Pressure (in bars) Duration (minute) Water meter read Ina mJ Initial Final Volume of water consumed (in liter) 0 20 9 05 - 9 06 41.9070 41.9070 41.9070 41.9070 41 9070 41.9070 41.9070 41.9070 41.9070 41 9070 41 9070 41 9070 41 9070 41 9070 41 9070 41 9070 41 9070 41 9070 41.9070 41 9070 £= 0 0 0 0 0 0 0 0 0 0 0 Flow rate (lit/mln/m Total Pressure (bar Lugeon valu< 0.00 054 0 0.40 912-9:13 41 9070 41 9080 41.9080 41 9080 41 9080 41 9080 41 9080 41 9080 41 9080 41.9080 41 9080 41 9080 41 9080 41 9080 41 9080 41.9080 41 9080 41 9080 41 9080 41 9080 E= 1 0 0 0 0 0 0 0 0 0 1 Flow rate (lit/min/m Total Pressure (bar) Lugeon value 0.02 0.74 0 060 9 18- 9 19 41 9080 41.9090 41.9090 41 9090 41 9090 41.9090 41 9090 41 9090 41 9090 41 9090 41 909 41.909 41 909 41 909 41 909 41 909 41 909 41 909 41 909 41 909 1 0 0 0 0 0 0 0 0 I- 1 Average Lugeon Flow type = Dilab'o 0 I- Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 002 Total pressure Vs Lugeon value 0.94 0 40 0 9 25 - 9 26 41.9090 41 9C8C 41.9070 41 9070 41 9070 41 9070 41 9070 41.9070 41.9070 41 9070 41 908 41 907 41 907 41 907 41 907 41 907 41 9070 41 907 41.9070 41 907 0 0 0 0 0 0 0 0 £a 0 Flow rate (lit/min/m, Total Pressure tbar) Lugeon value 000 0.74 0 0 20 9:31 9 32 41 9070 41 9060 41 905 41 905 41 905 41 905 41.905 41 905 41 905 41.905 41 9060 41 9050 41 9050 41 9050 41 9050 41 9050 41 9050 41 9050 41 9050 41 9050 Z- 0 0 0 0 0 0 0 0 0 Flow rate (lit/min/m) Total Pressure (bar) 000 0.54 Lugeon value 0LUGEON TEST Arjo-OedesM Imgaaon Project feas6*ty rtudy Client_________ MOWR Location Type of packer Packer diam Ground water level (m) Ground water after test (m) Dam Axis Single 85mm 1 85 18 Packer ptnition (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- 10 2 85mm AD4 23 1000 15,00 Borehole depth (m) Teel No. B.H inclination from vertical______ 0 Date 25<O4/2CO6 Time 5 00 pm Duration (minute) 5.00 Water meter reading m’ Initial 48 0320 4d 3X40 Final 48 0440 48 0550 Volume of water consumed (In liter) 48 0550 48 0730 LUGEON PATTERN lugeon calculated for lOmm Run 48 0730 48 0980 48.0980 48.1020 48.1140 48 1020 48 1140 48 1250 48 1250 48 1360 48.1360 48 1440 48 1440 48 1610 Flow rate (lit/mln/m) Total Pressure (bar) Lugeon value 0 74 5.11.00 48 1750 48.1930 48 2120 48 2310 48 2510 48 2700 48 2890 48 3070 48.3260 48 3450 48 1930 48.2120 48 2310 48 2510 48 2700 48 2890 48 3070 48 3260 48 3450 48 3660 18 19 19 20 19 19 18 19 190 21 191 Average Lugeon = Flow type = Flow rate (lit/min/m] 3.82 Total Pressure (bar) 1.16 Lugeon value 33 1 10 522 48 4030 48 4340 48 4650 48 4960 48.5380 48 5600 48 5890 48 6200 48 6510 48.8820 48 434 48 465 48 496 31 31 31 48.5380 42 48 56 48 589 48 62 48 651 31 48 682 31 22 29 31 r Total pressure Vs Lugeon value 48 712 30 I I-I 309 Flow rate (lit/min/m) Total Pressure (bar) L Lugeon value 41 0 74 5 33 I I I 48 7390 48 7610 48 7800 48.7950 48 8110 48 8250 48.8400 48.8550 48 8680 48 8840 48 761 48 78 48 795 48.811 48 825 48 84 48 855 4d 868 48 884 48 d97 v■ 22 19 15 16 14 15 15 13 16 13 158 I Flow rate (lit/min/m) Total Pressure (bar) 3.16 1.16 Lugeon value 27 036 5 44 489190 48 9210 I I 48 9210 48 9210 489210 48 9210 48 9210 48 9210 48 9210 48 9210 48.9210 48 9210 48 9210 48 9210 48.9210 48 9210 48 9210 48 9210 48 9210 48 9210 E- 2 0 0 0 0 0 0 0 0 0 2 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 0.04 0.78 1 aLUGEON TEST Arjo-Dedessa Irrigation Project feasibility study Client___________ MOWR Location Dam Axis Borehole No. Borehole depth (m) Test No. B.H inclination from vertical_______ 0 Type of packer Single Height of manometer Date 26/04/2006 Packer dlam 85mm height of swivel Time 9 00 A.M Ground water level (m) 1 95 Test section (m) from- Ground water after test (m) 1 85 lo- Water meter reading m1 Volume of water consumed (in Initial 48 9303 Final 48.9315 48 9315 48 9326 LUGEON PATTERN 48 9326 48 9337 lugeon calculated for 10mm Run 48 9337 48 9348 48.9348 48 9359 48 9359 48 9370 48 9370 48 9381 48 9381 48 9392 48 9392 48 9403 48 9403 48 9414 48 9720 48 9980 49 0350 49 0550 49 0900 49 1180 49 1450 49.1740 49 2030 49 2300 Flow rate (lit/mln/m) Total Pressure (bar) Lugeon value 48 998C 49 0350 49 0550 49 0900 49 1180 49 1450 49 1740 49 2030 49 2300 49 2560 Flow rate (lit/mln/m) Total Pressure (bar) Average Lugeon Flew type Lugeon value 49 4450 49 4810 49 5250 49 5540 49 5910 49 6270 49 6650 49 7020 49 7390 49 7760 Flow rate (llt/min/m| Total Pressure (bar) Lugeon value 49 8850 49 9170 499510 49 9830 50 0150 50 0460 50 0780 50 1090 50 1420 50 1710 Flow rale (liUmin/m) Total Pressure (bar) Lugeon value 41 0 50 9 45 50 2240 50 2440 50 2440 50 2640 50264 50 2810 50 281 50 295 50 305 50 32 50 338 50 357 50 377 50 2950 50 3050 50 3200 50 3380 50 3570 50 3770 50 3970 I Flow race (lil/min/m) Total Pressure (bar) Lugeon value L2 20 20 17 14 10 15 18 19 20 20 173LUGEON TEST Ano-0Odessa Irrigation Project Client feasibility study Packer position (m) 20 Borehole depth (m) 24 85 MOWR Hole Diameter 85mm Test No. 4 B.H inclination from Location Dam Axis Borehole No. AD4 vertical 0 Type of packer Single Height of manometer • Date 27/04/2006 Packer dlam 85 mm height of swivel 1 95 Time 5:20 PM Ground water level (m) 1 65 Test section (m) from- 20 00 Ground water after test (m) 1.65 to- 24.85 Pressure (In bars) Duration (minute) Water meter reading m’ Initial Final Volume of water consumed (lit) 0 73 5 20 vi vI 50 4490 50 4590 50 4690 50.4780 50 4870 504960 50 5050 50 5140 50 5230 50 5320 50 4590 50 4690 50 4780 50 4870 50 4960 50 5050 50 5140 50 5230 50 5320 10 10 9 9 9 9 9 9 9 9 92 LUGEON PATTERN lugeon calculated for 10mm Run v• Flow rate (lit/mln/m) Total Pressure (bar) Lugeon value 1.90 1.09 17 1 50 531 00 50 5340 50.5550 50.5700 50 5850 50 6000 506150 50 6300 50 6450 50 6600 50 6750 50 5490 50 5700 50 5850 50 6000 50 6150 50 6300 50 6450 50 6600 50 6750 50 6900 I £■ 15 15 15 15 15 15 15 15 150 15 150 Average Lugeon Flow type Flow rate (llt/min/m) 3.09 Total Pressure (bar) 1.88 Lugeon value IT 220 542 •>1 50.7050 50.7250 50 7450 50.7840 50 7820 50 8020 50.8210 50 8400 50 8590 50.8780 50 725 50.745 50 764 50 7820 50 802 50 8210 50 84 50 859 50 878 50 896 £- 20 20 19 18 20 19 19 190 19 18 191 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 3.94 256 15 1 50 553 50 9100 50 9240 50 9360 50 9500 50 9630 50.9760 50 9890 51 0020 51.0140 51 0260 50 924 50 936 50 95 50 963 50 976 50 989 51 002 51 014 51 026 51.035 14 12 14 13 13 13 13 12 12 9 125 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 258 1.86 14 0 73 004 51 0650 51 0660 51 066 51 067 51 0677 51 0683 51 0689 51 0698 51 0706 51 0713 51 0660 51 0660 51 0670 51 0677 51 0683 51 0689 51 0698 51 0706 51 0713 51 0722 £a 1 0 1 07 05 06 09 08 07 G9 72 Flow rate (lit/mln/m] Total Pressure (bar) 0.15 1.09 Lugeon value 1LUGEON TEST Arjo-Dedessa irrigation Projectfeasibility study ClientMOWR______________________ LocationDam Axis____________________ Type of packerSingle________________________ Packer dlam85mm_______________________ Ground water level (m)_______________ 2.1____________ Ground water after test (m) Packer posiUon (m)24 8 Hole Diameter85mm Borehole No.__________ AD4 Height of manometer- height of swivel___________2.3 Test section (m) from-25 00 to-30 00 Borehole depth (m)30 00_______________ Test No._________ 5_______ B.H Inclination from vertical_________ 0_______ Date 30/04/06 Time 10 00 AM v• Pressure (in bars) Duration (minute) Water meter reading mJ Initial Final Volume of water consumed (lit) 0 90 1005 V* LUGEON PATTERN lugeon calculated tor l0m<i Run 0 5 10 15 20 25 I V ♦ 51 4757 51 4817 51.4880 51.4913 51 4973 51.5030 51 5095 51.5151 51.5222 51 5299 51 4817 51 4860 51 4913 51 4973 51 5030 51 5095 51 5151 51 5222 51 5299 51.5357 £« 6 43 53 6 57 65 56 71 77 58 60 Flow rate (lit/min/m 120 Total Pressure (bar 1.34 L• Lug eon value 9 1 90 10.16 51.5450 51.5570 51.5740 51.5850 51.6140 51 6330 51 6530 51 6730 51 6930 51.7130 51 5570 51.5740 51.5850 51 6140 51.6330 51 6530 51 6730 51 6930 51 7130 51 7330 T s 12 17 11 29 19 20 20 20 20 0 20 188 Average Lugeon =20 '» Flow type » ot Flow rate (lit/min/m) 3.76 Total Pressure (bar) 2.34 Lugeon value 16 2 80 1027 51 7530 51.7790 51 8050 51 8310 51 8570 51 8830 51 9090 51 9350 51 9610 51 9870 51 779 51 805 51.831 51 8570 51 883 51 9090 V1 I- 28 26 26 26 26 26 26 26 26 26 260 *■ * Flow rate (tit/min/m) Total Pressure (bar) Lugeon value 5.20 3.24 16 To»ai pressure Vs Lugeon value 1 90 1038 V• 51 9330 51 9520 51 9720 51.9920 52 0110 52.0300 52 0480 52.0G70 52 0860 52.1050 51 952 51 972 51 992 52 011 52.03 52 048 52 067 52 086 52 105 52.124 19 20 20 19 19 18 19 19 19 19 191 • r — _________ a s w 15 Lugeon value _ -^4— i i 33 J5 ■ Flow rate (lit/min/m) Total Pressure (bar) Lugeon value X82 2.34 16 090 10 49 WI 52 1430 52.1550 52.167 52 204 52 216 52 229 52 241 52 254 52 266 52 278 52 1550 52 1670 52 1890 52 2160 52 2290 52 2410 52 2540 52 2660 52 2780 52 2910 £■! 12 12 22 12 13 12 13 12 12 13 133 Flow rate (llUmln/m) Total Pressure (bar) Lugeon value 2.66 1.34 20 a r\LUGEON TEST Arjo-Oedessa Imgatlon Project feasibility study Packer position (m) 30 Borehole depth (m) Client MOWR Hole Diameter 85mm Teat No. Location Dam Axis Borehole No. AD4 Type of packer Packer diam Single 85mm Height of manometer - height of swivel 1 B.H Inclination from ve rtical_______ Q Date 1/572000 Time 2 57 PM Ground water level (m) 1 75 Ground water after test (m) 1 6 Test section (m) from- to- 30 00 35 00 V. < Water meter reading m3 Pressure (In bars) Ouration (minute) Initial Final Volume of water consumed (lit) 1 00 257 52 3521 52 3862 52.4013 524345 52 4580 52.4800 52 5060 52 5290 52 5520 52 5760 LUGEON PATTERN lugeon calculated for 10mm. Run — 52 3862 52 4013 52.4345 52 4580 52 4800 52 5060 52 5290 52 5520 52 5750 52 5990 E» 34 1 15 1 332 23 5 22 26 23 23 24 23 248.9 Flow rate (lit/min/m) 4.94 w • Total Pressure (bar) 128 Lugeon value 39 2 20 3.08:00 u « — 52.6320 52.6660 52 6900 52.7340 52 7690 52 8000 52 8320 52 8870 52.8990 52 9300 52 6660 52 6900 52.7340 52 7690 52.8000 52.8320 52.8670 52 8990 52 9300 529630 34 24 44 35 31 32 35 32 31 0 33 331 Average Lugeon Flow type = Flow rate (llt/mln/m) Total Pressure (bar) 6.62 2.48 Lugeon value 27 3 30 3 19 —_ 53 040 53 088 53.110 53 157 53 196 53 222 53270 53 309 53 349 53 388 53 088 53 11 53 157 53 1960 53 222 53 2700 53 309 53 349 53 388 53 425 I■ 48 22 47 39 26 48 39 40 39 37 385 Total pressure Vs Lugeon value w Flow rate (llt/min/m) 7.70 Total Pressure (bar) 358 Lugeon value 22 2.20 330 w 53 4880 53 5220 53.5540 53 5880 53 6200 53 6540 53 6860 53 7190 53 7510 53 7860 53 522 53 554 53 588 53 62 53 654 53 686 53719 53 751 53 786 53 819 — £» 34 32 34 32 34 32 33 32 35 33 331 Flow rate (llt/mln/m 6.82 Total Pressure (bar 2.48 Lugeon value 27 1 00 3.41 **— ■»— •d 53 8190 53 8420 53.865 53 888 53 911 53.93 53.952 53 974 53 994 54 016 53 8420 53 8650 53 8880 53 9110 53 9300 53 9520 53 9740 53 9940 540160 54 0360 £* 23 23 23 23 19 22 22 20 22 20 217 Flow rate (lit/mirvmj Total Pressure (bar) Lugeon valueLUGEON TEST Aqo-Dedessa ImgaUon BorePole depth (ml Project feasibility study Packer position (m) 35 00 Hole Diameter 75mm Test No Client MOWR B H inclination from Location Type of packer Dam Axis Single 75mm Borehole No. Height of manometer vertical Date height of swivel Time Packer dlam Ground water level (m) 2 05 Test section (m) from- Ground water after test (m) 2.05 to- Water meter reading m3 Pressure (in bars) Duration (minute) Initial Final Volume of water consumed (lit) 1 30 904 54 1640 54 1670 54 1710 54 1740 54 1770 54 1800 54 1830 54 1860 54.1890 54 1920 54 1670 54.1710 54.1740 54 1770 54 1800 54 1830 54 1860 54 1 890 54 1920 54 1950 E- 3 4 3 3 3 3 3 3 3 3 31 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 54 2060 0.62 1.70 4 2.60 9 15 54 2000 54 2060 54 2120 *1 54 2120 54 2180 54 2230 54 2290 54 2350 54 2180 54 2230 54 2290 54 2350 54 2410 Average Lugeon Flow type 54 2410 54 2460 54 2460 54 2530 u 54 2530 54 2600 E= 6 6 6 5 6 8 6 5 7 7 60 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 1 20 3.00 4 390 9 26 54 2670 54 2760 54 2850 54 2940 54 3030 54 3120 54 3190 54 3280 54 3370 54 3460 54 276 54 285 54 294 54 303 54 312 £s 9 9 9 9 9 9 9 9 9 9 90 M Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 54 325 54 331 54 338 54 345 54 352 54 359 54 366 1 80 Total pressure Vs Lugeon value 4.30 2 60 937 .1 54 3180 54 3250 54 3310 54 3380 54 3450 54.3520 54 3590 54 3660 76 4386 76 4672 ____________________ £a 4 7 6 7 7 7 7 7 7 7 7 69 ~7 Flow rale (llt/min/m) Total Pressure (bar) Lugeon value 1.38 3 00 5 1 30 9 48 54 3710 54 3760 54 3810 54 3860 54 3920 54 3980 54 4030 54 4090 54 4150 54 4200 54 376 54 381 54 386 54 392 54 398 54 403 54 409 54 415 54 42 54 426 ______ E- 5 5 5 6 6 5 6 6 5 6 55 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 1.10 1 70 6 zlQLUGEON TEST A^o-Dedessa Irrigation feasibility P roje c t______ study______ Client MOWR Packer position (m) 40 Hole Diameter 75mm Location Type of packer Packer diam Dam Axis Single 75mm 1 55 Borehole depth (m) Test No. B.H Inclination from vertical______ 0 4/5/2006 11 26 AM Water meter reading m3 Volume of water Duration (minute) Initial Final consumed (lit) 54 4800 54 5210 54 5540 54 5870 54 6200 54 8530 54 8800 Flow rate (lit/mln/m) Total Pressure (bar) Lugeon value 54 7050 54 7480 54 7480 54 7910 54 7910 54 8330 54 8330 54 8750 54 8750 54 9170 54 9170 54 9600 54 9600 55 0020 55 0020 55 0440 Average Lugeon = 55 0440 55 0860 Flow type = 55 0860 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 55 2020 55 2460 55 2930 55 3490 55 3950 55 4310 55.4770 55 5210 55 5660 55 6120 55 566 55 512 55 655 45 46 43 453 Flow rate (llt/min/m Total Pressure (bar Lugeon value 906 4.79 19 290 1200 55 6900 55 7270 55 765 55 802 55 839 55 876 55 914 55 951 55 989 56 027 55 7270 55 7650 55 8020 55 8390 55 8760 55 9140 55 9510 55 9890 56 0270 56 0650 £■ 37 38 37 37 37 £ 38 38 38 375 1 Flow rate (lit/mirvm) Total Pressure (barH Lugeon value 750 3 29 23 1 50 12.11 56 0930 56 1160 56 136 56 152 56 167 56 183 56 196 56 214 56 227 56 241 56 1160 56 1360 56 1520 56 1670 56 1830 56 i960 56 2140 56 2270 56 2410 56 2550 E«| 23 20 16 15 16 15 16 13 14 14 162 Flow rate (lit/mm/mij Total Pressure (bark Lugeon value! 3 24 1 89 17 49LUGEON TEST Lac .Mich T, ye j# aacaer e” Aee PkU' mm *1nm Bcw.'tole Mo ►«e*^hl if n animator al twrvel ^£ - i m*4*ca* 7______ oem vvyw r me 3JC Aa______ 3r’»und «•«••' evel ml • fact aecl ton im) to?m 43 JO to- X) » o< in &4ra| Ouratton inmutal ----------------- j " » 40 5W initial 56 4930 M ?2» M 3130 Maier neter rwedtoy -nJ Pinal 56 5230 56 53W 56 5030 v<»»ume o< waler consumed i’H> TO » W LUOfOM FAT’Fs»N M 56W 50 4150 12 56 6150 56 44M) )1 56 MM) 50 <5770 11 56 3770 50 *000 11 Ml ’iMW 56 *390 11 56 *190 50 nio 12 M 77IQ Ml 4020 >1 £• *51 ► tow rata (HUmwvmi) • li Total Pressure 1 90 L 05)0011 reluel X) J 40 5 46 Ml 61300 Ml 49600 56 <39600 56 44000 43 50 56 M<K)O 56 49 56 J9500 57 34400 57 09300 57 14100 57 19000 57 23600 57 2M00 5 * J4400 57 09300 57 141IM) 57 19000 49 49 46 49 57 2MOO 46 57 26600 57 XJ700 50 49 I • 464 Averfeje L ^QeCto • ► tow '«• • 5 X 5 57 57 4010 ►'tow rale tllVmin/mu Total Pressure (ber'i Luyeon reluoi 57 46 ivi 3 70 26 59 57 4600 57 52 60 57 5200 57 577 57 57 5770 57 634 57 57 5340 57 69 56 57 5000 57 7fl| • 1 57 7510 57 606 57 57 3060 57 M6 56 r 51W preatcre v» uu£.CM> . Mue 57 MOO 57 M7 61 57 9270 57 M5 56 £ •! 564 ► tow rata (HVmt/vmH 11 A6 Total Proaaurw (t>ar)| 130 Luqeon raluef J 40 4 oe n 56 XJ70 54 004 46 J •« 3ft » 56 3050 56 134 49 50 ’M0 56 ’33 4« 50 '530 56 23 47 50 2300 56 277 4’ 50J77Q 56 32 43 50 3200 56 365 45 50 3650 56 409 44 50 4CM0 56 451 42 50 45’0 56 495 44 ► tow rata ToUl Preaauie (Dar^ I • 456 9 16 370 ’ 40 LuUeton <4)ue« 25 fl 19 50 5150 50 5540 50 5540 56 5920 39 36 50 592 30 13’ 56 «3l0 56 fl'00 39 39 50 57 50 ’09 56 ’C9U 56 ’460 39 39 50 740 50 M 56 'M0 56 3250 36 39 50 325 50 M4 54 M40 56 1030 39 39 ’• M6 ► tow rata Ht’ja.'tii Total Prweaunt oar^ ’M L^aori >01961 41LEGEON TEST I 1 Arjo-Dedessa Imgation Project feasibility study ClientMOWR__________________ LocationDam Axis_______________ Type of packerSingle__________________ Packer dlam___________85__________ Ground water level (m)___________ 8_6______ — Ground water after test (m)§_6_____________________ Packer position (m) ___________ 5__________ Hoie Diameter35_ Borehole No.A05 Height of manometer height of swivel ___________2__ Borehole depth (m) 9 50 Test No. 1 B.H Inclination from vertical0___________ Date 17/05/2006 Time 10 20 AM Test section (m) from- Water meter reading mJ * Pressure (in bars) 0 20 Duration (minute) 10:20 Initial 59.0071 59 0212 59 0372 590524 59 0655 59 1080 59 1204 59 1 346 59 1483 59 1630 0 35 10:31 59.2030 59 2219 59 2445 59 2625 59 2827 59 3011 59 3208 59 3400 59 3594 59.3780 Final 59 0212 59 0372 59.0524 59 0655 59 0799 59 1204 59 1 346 59 1483 59 1630 59 1827 Flow rate (lit/min/m) Total Pressure (bar) ______ Lugeon value 59 2219 59 2445 592625 59 2827 59 3011 59 3208 59 3400 59 3594 59 3780 59 3970 5 00 to-9 50 Volume of water consumed (lit) 14.1 16 15 2 13 1 14 4 124 142 137 14 7 19 7 1475 3 28 126 26 189 22.6 18 20 2 18 4 197 192 19 4 18 6 19 0 194 LUGEON PATTERN lugeon caJcui>i»<J '<x 10mm Run Flow rate (Irt/min/m) Total Pressure (bar) 4.31 1.41 ______ Lugeon value 31 0 55 10 42 594110 59 4309 19 9 59 4309 59 4507 19 8 Average Lugeon = 59 4507 59 471 20 3 Flow type = 59 4710 59 4919 20 9 59 4919 59 5119 20 59 5119 59.53 18 1 59 5300 59 549 19 59.5490 59.5679 59 5679 18 9 59 587 19 1 59 5870 59 6057 187 194.7 4.33 1.61 Total pressure Vs Lugeon value Flow rate (lit/min/m) Total Pressure (bar)[ ______Lugeon value 27 0 35 10 53 59 6278 59 646 18 2 59 6460 59 6607 14 7 59 6607 59 676 59 6760 59 6915 596915 59 7071 59 7071 59 7225 153 155 156 154 59 7225 59 7390 16 5 59 7390 59 7525 13 5 59 7525 59 7675 15 59 7675 59 7822 14 7 Flow rate (lit/min/m) 154.4 3.43 Total Pressure (bar) ______Lugeon value 0 20 59 8039 59 8085 59 8085 59 8117 1.41 24 46 32 59 8117 59 8160 43 59 816 59 8205 45 59 8205 59 8237 32 59 8237 59 8267 59 8267 59 8291 3 24 59 8291 59 8324 33 59 8324 59 8355 31 59 8355 59 8393 38 _______________ £» Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 35.4 0.79 1.26 6 58LUGEON TEST Project Client Location Type of packer Packer dlam Ground water level (m) Ground water after test (m) A rp-C Odessa Irrigation feasibility study MOWR Dam Axis Single 85 85 84 Picker position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- lo- Borehole depth (m) Toot No. ’ B.H Inclination from vertical __ Date 19/05/2006 Time 5 45 PM Pressure (In bars) Duration (minute} Water meter reading m’ Initial Final Volume of water consumed (lit) 0 36 5 47 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 59 8410 0 0 0 0 0 0 0 0 0 0 0 LUGEON PATTERN lugeon calculated for 10mm Run J £- Flow rate (lit/mln/mi Total Pressure (bar) Lugeon value a oo 1.44 0 0 74 5 53 00 59 8529 59 8556 59 8556 59 8592 59 8592 59 8630 59 8665 59 8630 59 8665 59 8701 59 8701 59 8736 59 8736 59 8772 59 8772 59 8817 59 8817 59 aeai 59 8841 59 8875 I- 27 36 38 35 36 35 36 45 24 34 346 A verage Lugeon Flow type = Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 0.69 1.82 4 1 10 6 09 59 8992 59 9160 59 9338 59 9515 59 9694 59 9858 60 0003 60 0200 60 0370 50 0544 59 916 59 9338 59 9515 59 9694 59 9858 60 0003 60 02 60 037 50 0544 60 0722 V« 16 8 17 3 17 7 17 9 16 4 14 5 19 7 17 174 17 8 171 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 3.46 2.18 16 Total pressure Vs Lugeon value 0 74 6 20 50 0863 60 0992 60 1120 60 1258 60.1370 60 1505 60 1635 60 1762 60 1892 50 2009 60 0992 60 112 60 1258 60 137 60 1505 60 1635 60 1762 60 1892 60 2009 60 2156 £a 12 9 128 13 8 11 2 13 5 13 12 7 13 11 7 14 7 1293 7 i 200 S .S) I- s. 3 340 ■<1 05 Lugeo n <alu« Flow rate (lit/mln/m| 259 Total Pressure (bar) 1.82 Lugeon value 14 0 36 6 31 60 2252 60 2353 60 2458 60 2562 60 2606 60 277 60 2874 60 2983 60 3091 60 3297 60 2353 60 2458 60 2562 60 2606 60 2770 60 2874 60 2983 60 3091 60 3297 60 3404 £• 10 1 10 5 10 4 44 16 4 104 10 9 10 8 20 6 10 7 115J Flow rale (llt/mln/m Total Pressure (bar Lugeon valua 2.30 1 44 16 59LUGEON TEST Ago-Oedessa irrigation Project feasibly study Packer position (m) 25 ClientMOWR Location Hole Diameter 85 Dam Axis Borehole No. AOS Type of packer Svigle Height of manometer - Packer dlam 85 hoiqht of swivel Borehole depth (m) Test No. B.H inclination from ve rti c al____ Q Date 20/05/2006 Time 9~20AM Ground water levol (m) 12 Test section (ml from- 15 00 Ground water after lest (m) _ 13.1 1 Pressure (In bars) 0 56 Duration (minute) Water meter reading m3 Initial Final 9 20 80 6801 60 6907 60 6932 60 6968 60 6982 60.7017 60 7035 60 7059 60 7085 607112 60 6907 60 6932 50 6968 60 6982 60.7017 60 7035 60 7059 60 7085 60 7112 60 7139 LUGEON PATTERN lugeon calculated toe 10mm Run E- Volum1e0of6 water 25 consumed (lit) 36 14 35 18 24 26 27 27 33.8 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 0 68 1.86 4 1 14 931 60 7274 60 7379 60 7667 60 7835 60 80C2 60 8163 60 3330 60 8510 60 8681 60 8855 60 7379 60 7667 60 7835 60 3002 50 8163 30 8330 60 8510 60 8681 =0 8655 60 9025 r■ 10 5 28 8 16 3 16 7 16 1 16 7 18 17 1 17 4 17 175.t Average Lugeon = Fow type = Flow rate (llt/min/m Total Pressure (bar Lugeon value aso 2.44 14 1 70 9" 42 60 9220 60.9425 60.9651 60 9909 61 0153 61 0400 61 0650 61 0895 81 1128 611370 60 9425 60 9651 60 9909 81 0153 61 04 61 065 61 0895 61 1128 61 137 61 1617 205 226 25 3 24 4 24 7 25 24 5 23 3 24 2 24 7 238.7 Total pressure v$ Lugeon zaiue Va Flow rate (lit/mln/m) Total Pressure (bar) Lugeon value 4.79 3.00 16 | 1 14 9 53 81 1783 81 1983 61 2186 61 2390 61 2595 81 2805 81 3005 61 3205 81 3400 61 3603 61 1983 61 2186 61 239 61 2595 61 2805 61 3005 61 3205 61 34 61 3603 61 38 20 20 3 20 4 20 5 21 20 20 19 5 20 3 19 7 I - 201 7 J 5 1 1l Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 4.03 2.44 17 056 1004 61 3872 61 4015 61 4165 61 4312 61 446 61 4609 61 4757 61 491 61 5063 61 5216 61 4015 61 4165 61 4312 61 4460 61 4609 61 4757 61 4910 61 5063 61 5216 61 5367 I- 14 3 15 14 7 14 8 14 9 148 153 153 153 15 1 149 5 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 2.99 1 86 16 60LUGEON TEST Aqo-Oedessa Irrigation Project feasibility study ClientMOWR__________________ LocationOam Axis Type of packerSingle_____ Packer dlam85______________________ Ground water level (m) 2.5______________________ Ground water after teet (m). Packer position (m) 20 Hole Diameter as Borehole No. AD5 Haioht of manometer helQht of swivel 1 9 1 Test section (m) from- to- 20 00 25 00 Borehole depth (m)25 00_______________ Teet No.«__________________ B.H inclination from vertical_________ 0________ Date 23/05/2006 Time 9~25 AM Water meter reading m’ Volume of water Pressure (in bars) 0 73 Duration (minute) 9 25 Initial Final 82 1727 62 1733 62.1752 62 1771 62 1799 62.1808 62 1827 62 1845 62 1863 62.1880 62 1733 62 1752 62 1771 62 1799 82 1808 62 1827 62 1845 62 1863 62 1880 62 1900 06 19 19 28 09 19 18 19 17 2 17.3 LUGEON PATTERN lugeon ca Jeu la led for 10mm Run 0 112 23 j 1 i j I I i I I'Ti 2 E- Flow rate (llt/mln/m)| Total Pressure (bar> Lugeon value 0.35 2.17 2 1 50 9 36 62 1 947 62 1973 62 1997 62 2022 82 2047 62 2072 62 2096 62 2120 62 2143 62 2166 E- 2< 23 24 25 25 25 24 24 23 23 24.3 1 f I i 1 i 1 f > p. iji>f|ijjt ■> 1 r r i t i i > i 1 i 1 i iiIij>ii|. lr 11 11 1 r r r rv tt 4 itrf*iIHir1Ii 62 1923 62 1947 62 1973 62 1997 62 2022 62 2047 622072 62 2096 62 2120 622143 ! i i ■ i r 1 i i l i i i 11 2 . ~ ' .—LI 1 A .'erage Lugeon = Fow type = X ? DW« Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 2 20 0.49 2.94 2 9 47 62 2193 62 2236 62 2264 62 2323 62 2362 62 2404 62 2447 62 2493 62 2536 82 2575 62 2236 62 2254 62 2323 62 2362 62 2404 62 2447 62 2493 62 2536 62 2575 62 2615 E• 43 48 39 39 42 43 45 43 39 4 42 2 Flow rate (IIUmin/m) Total Pressure (bar) 1 50 Lugeon value 958 02 2662 62 2688 62 2712 62 2735 62 2758 62 2783 62 2805 62 2830 62 2657 82 2876 0.34 364 2 62 2688 26 62 2712 62 2735 62 2758 62 2783 62 2805 52 283 62 2857 62 2876 62 29 £■ 24 23 23 25 22 25 27 19 24 23 8 Flow rale (llt/min/mj Total Pressure (bar) ■----------------------------- — 0 48 294 0 73 1009 62 2920 62 2946 62 2954 62 2978 62 2992 62 3006 62 3025 32 3043 62 306 62 3076 62 2946 62 2954 62 2978 62 2992 62 3008 62 3025 62 3043 62 3060 62 3076 62 3093 03 14 X■ 17 Flow rate (HUmln/m) Total Pressure (bar) Lugeon value 0.35 2.17 2 61LUGEON TEST Arjo-Oedessa Irrtgaton Project feasIDdity study ClientMOWR Packer position (m) Hole Diameter Location Type of packer Packer dlam Ground water level (m) Ground waler after teat (m) Dam Axis Single 75 12 5 Borehole depth (m| Test No. a.H Inclination from vertical Date 25/05/2006 Time 2 50 PM to-. Volume of water consumed (IK) 83 2405 63 2618 63 2618 63 2798 LUGEON PATTERN lugeon calculated for 10mm Run 63 2796 63 2953 63 2953 63.3121 63.3281 63 3434 S3.3434 63.3603 83 3758 83 3805 83 4256 63 4530 63 4790 83 5050 63 5307 63 5560 63.5800 83 8060 63 6305 63 6540 63 3603 83 3758 63 3805 63 3957 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 63 4530 63 4790 63 5050 63 5307 63 5560 63 5800 63 6060 63 6305 63 6540 63 6780 Flow rate (llt/mln/m) Total Pressure (bar) 1552 137 27 4 26 26 25 7 25 3 24 26 24 5 23 5 24 2524 5.48 133 Average Lugeon Flow type = Lugeon value 16 280 3 12 63 7030 63 7280 63 7510 83.7700 63 7863 63 7919 83 8045 63 8250 63 8390 63 8530 63 728 63 751 63 77 63 7863 63 7919 63 8045 63 825 63 839 63 853 63 867 I■ 25 23 19 16 3 58 128 20 5 14 0 14 14 164 Flow rate (IH/mln/m) 3.57 Total Pressure (bar) 4 23 Lugeon value 8 ToiaJ pressure vs Lugeon value 1 90 3 23 63 8710 63 8764 63 8829 63 8870 63.8936 63 8970 63.9030 63 9058 63.9086 63.9116 63 8764 63 8829 63 887 63 8936 63 897 53 903 63 9058 63 9086 53 9116 63 9144 54 65 41 66 34 6 23 28 3 28 434 Flow rate (IlVmlrVm) 0.94 Total Pressure (bar) 133 Lugeon value 3 090 334 63 9160 639175 63 9187 63 92 63 9212 83 9225 83.9237 63 9248 63 926 83 9273 63 9175 63 9187 63 9200 63 9212 63 9225 63 9237 63 9248 63 9260 63 9273 53 9285 I- 15 12 13 12 13 12 11 12 13 12 12 5 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 62LUGEON TEST Aqo-Dedessa irrigation Project Client feas4bAty study Packer position (m) Borehole depth (m) 35 00 MOWR Hole Diameter Test No. 6 B.H Inclination from Location Dam Ajas Borehole No. verttca I0 Type of packer Single 75 Height of manometer Date 28/05/2006 Packer dlam height of swivel Time 4 15 PM Ground water level (m) 12 5 Test section (m) from- Ground water after test (m) Duration (minute) Water meter reading m’ Initial Final Volume of water consumed (Ilf) 65 8365 65 8700 85 9035 55 9340 65 9645 65 9940 66 0234 66 0520 66 0805 66 1090 65 8700 65 9035 65 9340 65 9645 65 9940 66 0234 66 0520 66 0805 66 1090 66 1375 LUGEON PATTERN £- 33 5 33 5 30 5 30 5 29 5 29 4 28 6 28 5 28 5 26 5 301 Flow rate (llt/min/m) Total Pressure (bar) 6.02 X45 2 20 4 26 66 1790 66 2070 66 2460 66 2850 66 3240 66 3630 66 4020 66 4410 66 4800 66 5190 66 2070 66 2460 66 2850 56 3240 56 3630 66 4020 66 4410 66 4800 £- 28 39 39 39 39 39 39 39 39 39 379 Average Lugeon Flow type Flow rate (llt/min/m 758 Total Pressure (bar Lugeon value 3.55 21 3 30 4 37 66 5350 66 5840 66 6340 66 6800 66 7300 66 7780 66 8260 56 8730 66 9150 66 9600 66 584 56 634 56 58 66 7300 86 778 66 3260 66 873 66 915 66 96 67 003 •» £• 49 50 46 50 48 48 47 42 45 43 468 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 9 36 4.85 20 Total pressure 7s Lugeon value 1 2 20 4 48 67 0400 67 0740 67 1070 67 1420 67 1760 67 2110 67 2460 67 2800 67 3160 67 3530 67 074 67 107 67 142 67 176 67 211 67 246 67 28 67 316 67 353 67 389 £■ 34 33 35 34 35 35 34 36 37 36 349 Aow rate (llt/min/m) Total Pressure (bar) Lugeon value 6.98 3.55 20 1 10 4 59 67 4180 67 4440 67 469 67 494 67 517 67 546 67 573 67 598 67 624 67 65 67 4440 67 4690 67 4940 67 5170 67 5460 67 5730 67 5980 67 6240 67 6500 67 6760 26 25 25 23 29 27 25 26 26 26 258 Flow rate (llt/mln/m) 5.18 Total Pressure (bar) 245 Lugeon value 21 63 *LUGEON TEST A rjo-0 Odessa Irrigation Project feasibility study Packer position (m) 35 00 Client MOWR Location Dam Axis Type of packer Single Packer dlam 75 Hole Diameter 75 Borehole No. AD5 41 70 7 Height of manometer - height of swivel 1 8 Ground waler level (m) 12 50 Test section (m) from- 35 00 Ground water after test (m) to- 41 70 Pressure (In bars) Duration (minute) Water meter reading m* Initial Final Volume of water consumed (lit) 1 40 6 05 69 1640 69 2000 eg 2350 69 2680 69 3010 69 3310 69 3600 69 3900 69 4190 69 4480 69 2000 69 2350 69 2680 69 3010 69 3310 69 3600 69 3900 69 4190 69 4480 69 4770 LUGEON PATTERN lugeon calculated for lOmn Run E- 36 35 33 33 30 29 30 29 29 29 313 Flow rate (IH/mlrVm) Total Pressure (bar) Lugeon value 4 67 2.83 17 2 70 6:16 69 4960 69 5400 69 5790 69 6170 69 8540 69 6900 69 7250 69 7600 69 7950 69 8300 69 5400 69 5790 69 6170 69 6540 69 6900 69 7250 69 7600 69 7950 69 8300 69 8640 42 39 38 37 36 35 35 35 35 34 E- 366 Average Lugeon = Flow type = Flow rate (IlVmln/m) Total Pressure (bar) Lugeon value 5.46 4.13 13 4 10 6:27 69 888 69 928 69 976 70 010 70 051 70 094 70 135 70 178 70 224 70 270 69 928 69 978 70 010 70 051 70 094 70 135 70 178 70 224 70 270 70 315 £• 40 50 32 41 43 41 43 46 46 45 427 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 6 37 Kalat pressure Vs uugecn value 553 12 2 70 70 3500 70 3870 70 4220 70 4580 70 4930 70 5300 70 5700 706090 70 5470 70.6840 70 387 70 422 70 458 70 493 70 53 70 57 70 509 70 647 70 684 70 722 r■ --------------- 37--------------- 35 36 35 37 40 39 38 37 38 372 Flow rale (IIVmin/m) Total Pressure (bar) Lugeon value 5 55 4.13 13 1 40 70 7390 70 7670 70 7940 70 8220 70 8500 70 9780 70 9070 ’0 9360 70 9650 70 9940 70 767 70 794 70 822 70 35 70 878 70 907 70 936 70 965 70 994 71 023 E- 28 27 28 28 28 29 29 29 29 29 284 Flow rate (IlVmirVm Total Pressure (bar Lugeon value 4 24 2 83 15 64LEGEON TEST Project Client Location Type of packer Packer dlam Ground water level (m) Ground water after test (m) Aqo-Dedessa Irrigation feasibility study MOWR Dam Axis Single HQ 10 5 Packer position (m) Holo Diameter Borehole No. Height of manometer height at swivel Test section (m| from- Borehole depth (m) Test No. B H Inclination from vertical 3/5/2006 3.30PM Pressure (In bars) Duration (minute) Water meter reading m1 Initial Final Volume of water consumed (IM) 0 40 3 30 - 3:31 79 9953 79 9963 79 9979 79 9990 80 0027 80 0049 80 0069 80 0094 80 0118 80 0138 79 9963 79 9979 79 9990 80 0027 80 0049 80 0069 80 0094 80 0118 80 0138 80 0159 E- 1 16 11 37 22 2 25 24 2 21 206 Flow rate (IM/mln/m) Total Pressure (bar) Lugeon value 027 1.49 2 0 70 341 80 0283 80 0377 80 0425 80 0469 80 0505 80 0528 800550 80 0578 80 0599 80 0621 80 0302 80 0425 80 0469 80 0505 80 0528 80 0550 80 0578 80 0599 80 0621 80 0642 £■ 19 48 44 36 23 22 26 23 2 21 28.4 Flow rate (IlVmln/m) Total Pressure (bar) Lugeon value 038 1.79 2 1 00 3 52 80 0642 80 0672 80 0692 80 0729 80 0757 80 0785 80 0813 80 0840 80 0869 80 3d98 80 0672 80 >0692 80 0729 80 0757 80 3785 80 0813 80 064 80 0869 80 0898 80 0925 3 2 37 28 28 28 27 29 29 27 28.3 Average Lugeon Flow type - Flow rate (IM/mln/m) Total Pressure (bar)( Lugeon value 038 2.09 2 0 70 4 03 80 0948 80 0969 80 0994 80 1017 80 1039 80 1060 80 1C84 80 1098 80 1132 80 1154 80 0969 80 0994 80 1017 80 1039 80 106 80 1084 00 1098 80 1132 80 1154 80 1177 21 25 23 22 21 24 14 34 22 23 229 1 i! 1 i; IM ao 3 JO I■ Flow rate (lit/mlrVm) Total Pressure (bar) Lugeon value 0 31 1 79 2 0 40 4 11 80 1222 80 1234 80 1246 80 1258 80 13 80 1324 ao 1344 80 1362 80 1388 80 1406 80 1234 80 1246 30 1258 80 1268 80 1324 80 ’344 80 1362 80 1388 80 1406 80 1424 I- 12 12 12 1 24 2 18 26 18 18 17 Flow rate (llt/min/m Total Pressure (bar Lugeon valu< 0 23 1.49 2 68LUGEON TEST Aqo-Oedessa mgauon Project feasibility study Packer position (m) 191 Client MOWR Location 0am Axis Hole Diameter NQ Borehole No. Type of packer Single Height of manometer Packer diam NQ height of swivel Ground water level (m) 454 Test section (m) from- A07 07 19.10 Borehole depth (m) Test No. B.H Inclination from vertical Date 4/5/2006 Time 8 34 PM Ground water after test (m) to- 22 50 Pressure (In bars) Duration (mlnuto) Water meter reading m1 Initial Final Volume of water consumed (lit) 0 70 6 35 - 6 36 80 3741 80 3770 80 3782 80 3800 80 3830 80 3858 80 3884 80 3909 80 3936 80 3963 80 3770 80 3782 80 3800 80 3830 80 3858 80 3884 80 3909 80 3936 80 3983 80 3988 £■ 29 12 18 3 28 28 25 27 27 25 24.7 LUGEON PATTERN lugeon calculated for 10mm Run Flow rale (Ilt/mlrVm) Total Pressure (bar) Lugeon value Average Lugeon = Flow type = Flow rate (llt/mln/mi Total Pressure (bar) Lugeon value 30 4231 804257 80 4277 80 4295 80 4314 80 4335 80 4352 80 4372 80 4380 Flow rate (Ilt/mlrVm) Total Pressure (bar) Lugeon value lK — “I —I Flow rate (liUmm/m) Total Pressure (ban Lugeon value 80 4577 80 4597 80 4597 80 4604 80 4604 80 4621 80 4621 80 4639 80 4639 80 4666 80 4666 30 4666 80 4686 80 4702 80 4702 30 4710 80 471 80 4728 80 4728 80 4755 Flow rate (IIVmln/m) Total Press urs (bar) Lugeon value 4^ 68LUGEON TEST Aqo-Dedessa Imgabor Project fea>bMily study ClientMOWR__________________ Location Type of packer Packer diem Ground water level (m) Ground water after test (m) Dam Ajas Single NQ 175 Packer position |m) Hole Diameter Borehole No. Height of manometer Borehole depth (m) 27 00 Teat No._______ 3 0.H Inclination from vertlca I______ 0 Pate 6/5/2006 Time 8 30 AM Pressure (In bars) Duration (minute) Water meter reading m’ Initial Final Volume of water consumed (IK) 0 80 830 80 7563 80 7584 80 7607 80.7028 80 7066 80 7693 80 7724 80 7754 80 7784 80 7813 80 7584 80 7607 80 7626 80 7666 80 7893 80 7724 80 7754 30 7784 80 7813 80 7844 LUGEON PATTERN <»geon calculated for lOnun Run £- 21 23 19 4 27 31 3 3 29 31 28.1 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 0.62 257 2 1 70 8 41 80 7897 80 7934 80 7957 80 7993 80 8018 80 8032 80 8066 80 8090 80 8112 80 8136 80 7934 80 7957 80 '993 80 8018 80 8032 80 8066 80 3090 80 8112 80 8136 80 8158 V. 37 23 36 25 14 34 24 22 24 22 26.1 Average Lugeon = F>ow Type = Flow rate (IlVmirVm* Total Pressure (bar) Lugeon value 0.58 3.47 2 250 8 52 808178 80 8209 80 8239 80 8268 80 8297 80 8327 80 8355 80 8385 80 8413 80 8441 80 8209 80 3239 80 8268 80 8297 80 8327 80 3355 80 3385 80 8413 80 8441 80 8473 E- 31 3 29 29 3 28 3 28 28 32 295 Total pressure Vs Lua eon value Flow rate (IH/min/m) Total Pressure (bar) Lugeon value 0.66 4.27 2 1 70 9 03 30 8438 80 8500 30 8534 80 8557 80 3571 80 8595 80 8820 80 8639 30 8651 80 8682 80 85 80 8534 80 8557 80 8571 80 3595 80 862 80 8639 80 3651 80 8682 80 3705 Ia 12 34 23 14 24 25 19 12 L 31 23 21 7 Flow rate (Ilt/min/mH Total Pressure (bar) Lugeon value 0.48 3.47 1 080 9 14 80 8718 80 8728 80 8742 80 8767 80 8774 80 8786 80 8799 80 8819 80 8833 80 8851 80 8728 80 8742 80 8767 80 3774 80 8796 80 3799 80 8819 80 8833 80 8851 30 8b63 E■ 1 14 25 07 12 13 2 14 18 12 14 5 Flow rate (IM/min/m) Total Pressure (bar) Lugeon value 032 2.57 1 68LUGEON TEST Project Client Location Type of packer Packer dlam Ground water level (m) Ground water after test (m) Aqo-Dedessa Im gallon feasibility study MQWR □am Axis Smgle NO 197 Packer position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- 29 10 4 AD7 Borehole depth (m) Test No. B H Inclination from vertical0 Date 7/5/2006 Time 3 00 PM Pressure (In bare) Duration (minute) Water meter reading m1 Initial Final Volume of water consumed (lit) 1 00 300-301 81 8626 81 8778 81 8907 81 9059 81 9159 81.9297 81.9457 81.9672 81.9703 81 9033 81 8778 81 8907 81 9059 81 9159 81 9297 81 9457 81 9672 81 9703 81 9833 81 9957 152 12 9 152 10 13 8 18 21 5 3.1 13 12.4 133 1 LUGEON PATTERN lugeon calculated for 10mm Run Flow rate (llt/mln/m) 5.12 Total Pressure (bar) 3.18 Lugeon value 16 200 3:13 82 0338 82 0539 82 0758 82 0917 82 1101 82 1311 82 1479 82 1636 82 1826 82 2000 82 0539 82 0758 82 0917 82 1101 32 1311 82 1479 82 1636 82 1826 82 2000 82 2198 20 1 21 9 159 184 21 16 8 157 19 174 198 186 Average Lugeon = Flow type = Flow rale (Itt/min/m) Total Pressure (bar) Lugeon value 4.18 17 300 3 25 82 2433 82 2655 822835 82 3056 82 3248 82.3458 82 3669 82 3885 82 4116 82 4236 82 2655 82 2835 82 3056 82 3248 82 3458 82 3689 82 3885 82 4118 82 4236 82 4437 22 2 18 22 1 192 21 21 1 21 a 23 1 12 20 1 200 4 Flow rate (ItUmln/m) Total Pressure (bar) Lugeon value 7.71 5.18 15 Total pressure Vs Lugeon ^aKia 200 336 82 4487 82 4614 82 4725 02 4838 82 4953 82 5061 82 5201 82 5403 82 5536 82 5643 82 4614 82 4725 82 4838 82 4953 82 5061 82 5201 82 5393 82 5536 82 5643 82 5753 12 7 11 1 11 3 11 5 10 3 14 192 133 107 11 125.8 Flow rate (llUmm/mj Tout Pressure (bar) Lugeon value 1 00 483 4.16 12 3 47 82 5806 82.5814 82 5819 82 5825 82 5859 82.59 82 5933 82 5979 82 6018 82 5035 82 5814 82 5819 82 5825 82 5859 82 5900 82 5933 82 5979 82 6018 82 6035 82 6063 08 05 06 34 41 33 45 39 17 28 25.7 Flow rate (IK/mlrVm Total Pressure (bar Lugeon valui 099 3.18 3 68LEGEON TEST Arjo-Oedessa imgaoon Project feasibility study Packer pot mon (m) 18 Client MOWR Hole Diameter 85mm Location Spill way Borehole No. Adsp Borehole depth (m) Test Mo B H inclination from vertical Type of packer Packer dlam Ground water level (m) Ground water after test (m) Single Height of manometer 85mm height of awlvel Test eection (m) from- lo- 1 1800 24 70 24 70 1 0 19/06/2006 5 30 PM Pressure (in bam) Ouratlon (minute) Water meter reading m* Initial Final Volume of water consumed (III) 0.70 5 30-531 71 8046 71.8115 71 8200 71 8280 71 8357 71 8431 71 8619 71 8582 71 8658 71 8738 71 8115 71 8200 71 8280 71 8357 71 8431 71 8519 71 8582 71 8658 71 8738 71 8808 £- 69 85 8 77 74 88 83 76 8 7 76.2 Flow rite (llt/mln/m> Total Pressure (bar) Lugeon value >.14 2 94 4 1 40 5 43 - 5 44 71 9012 71 9159 71 9285 71 9400 71 9500 71 9617 71 9725 71 9833 71 9939 72 0050 71 9159 14 7 71 9285 12 8 71 9400 11 5 71 9500 10 71 9617 11 7 71 9725 108 71 9833 10 8 71 9939 10 8 72 0050 11 10 LUGCOM RATTfRN 72 0155 £• 105 1143 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 1 71 3.64 5 200 5 55 5 56 72 0365 72 0495 72 0495 72 0652 13 15 7 72 0652 72 0797 14 5 Average uyeon Plow \pe 72 0797 72 0938 72 0938 72 1055 72 1055 72 1180 72 118 72 1392 14 1 11 7 125 21 2 72 1392 72 1433 4 1 72 1433 72 1556 72 1556 72 1676 12 3 12 £ • mi Flow rete (lit/mirvm) Total Pressure (bar) Lugeon value 1 96 4 24 5 1 40 6 06 6 07 72 2874 72 2965 72 3099 72 3178 72 3277 72 3382 72 3465 72 3548 72 3612 72 3708 72 2985 72 3099 72 3178 72 3277 72 3382 72 3465 72 3548 72 3612 72 3708 72 3800 £■ 11 1 11 4 79 99 10 5 83 83 64 98 92 92 6 Flow rate (lil/min/mt Total Pressure (bar Lugeon value 1 38 3<M 4 0 70 6 18 6 19 I 72 3850 72 3909 72 3975 72 4041 72 4107 72 4172 72 4235 72 4302 72 4364 72 4422 72 J909 72 3975 72 404 1 72 4107 72 4172 72 4235 72 4302 72 4364 72 4422 72 4492 £a 59 68 86 66 65 63 67 62 58 7 64 2 Flow rate (IlVmirvm Lugeon valu« 096 294 3LEGEON TEST Arjo-Dedessa Irrigation Project feasitxlity study ClientMOWR___________________ Location Type of packer Packer diem Ground water level (m) Ground water after test (m) Packer position (m) Hole Diameter Borehole No. Height of manometer height of swivel Test section (m) from- 17.00 1 Saddle dam-1 Single NQ ADS-1 Borehole depth (m) Test No. B.H Inclination from vertical0 Date 23/5/2006 Timo 5 40 PM 1700 Pressure (In bars] Duration (minute) Water meter reading mJ Initial Final Volume of water " consumed (IK) 0 60 5 40 83.1437 83 1509 83 1596 83.1710 83.1791 83.1882 83.1975 83 2077 832187 83 2281 83.1509 83 1596 83.1710 83.1791 83.1882 83.1975 83 2077 83 2187 83 2281 83 2362 E« 7.2 87 11 4 8.1 9.1 9.3 102 11 94 81 925 Flow rate (lit/min/m Total Pressure (bar Lugeon value 231 231 10 1 20 5.51 83 2458 83.2587 83 2711 83 2852 83 2985 83.3120 833257 83 3446 83.3535 83 3678 832587 83 2711 83 2852 83 2985 83.3120 83 3257 83 3446 83 3535 83 3678 83.3816 Average Lugeon = Flow type = V3 12 9 124 14 1 133 135 13 7 189 89 14 138 1358 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 3.40 2.91 12 1 80 6 02 83 3954 83.4124 83 4291 83 4469 83 4645 83 4604 83 4983 83.5169 83 5346 83 5512 83 4124 83 4291 83 4469 83 4645 83 4804 83 4983 83 5169 83 5346 83 5512 83 5698 17 16 7 178 176 159 179 18 6 17 7 16 6 18.8 E■ 1744 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 4 36 Total pressure Vs Lu aeon value 351 12 1 20 6 13 83 5698 83.5833 83.5980 83 6129 83 6279 83 6435 83 6589 83 6749 83 5891 83 7038 83 5833 83 598 83 6129 83 6279 83 6435 83 6589 83 6749 83 6891 83 7038 83 7187 E■ 13 5 14 7 14 9 15 15 6 15 4 16 142 14 7 14 9 1489 Flow rate (llt/min/mj Total Pressure (bar) Lugeon value 3 72 2.91 13 0 60 6 24 83 7187 83 7281 83 7281 83.7403 83.7403 83 7507 83 7507 83 7811 83.7611 83 7717 83 7717 83 7819 83 7927 83 8028 83 8124 83 7819 83 7927 83 8028 83 8124 83 8248 r 3 94 122 104 104 10 6 102 108 10 1 96 124 106.1 Flow rale |llt/min/m) Total Pressure (bar) Lugeon value 2 65 2.31 11LUGEON TEST Arp-Oedessa IrngaUon Project Client feasibility study Packer position (m) MQWR Holo Diameter Borehole depth (m) Tost No. B.H Inclination from Location Saddle dam-1 Type of packer Single Packer diam NQ vortical___________ Dote 24/5/2006 10 30 AM Ground water level (m) Ground water after tost (m) I Pressure (In bars) Duration (minute) Water meter reading m1 Initial Anal Volume of water consumed (lit) 0.70 10:30 83 8646 83 8757 83 3864 83 8995 83 9112 83 9223 83 9325 83 9429 83 9565 83 9682 83 8757 83 3864 83 8995 83 9112 83 9223 83 9325 33 9429 83 9565 33 9682 83 9815 LUGEON PATTERN lugeon calculated for 10mm Run £■ 11 1 10 7 13 1 11 7 11 i 10 2 10 4 136 11 7 133 118.9 l | I Flow rate (Itt/mirVm) Total Pressure (bar) Lugeon value 234 2.93 8 1.30 10:41 83 9815 84 0004 84 0178 84 0339 84 0485 84 0646 84 0817 84 0976 84 1129 84 1254 84 0004 840178 84 0339 34 0485 84 0646 84 0617 84 0976 34 1129 84 1254 84 1428 £■ 18 9 17 4 16 1 14 6 18 1 171 15 9 153 135 16 4 181 3 A.erage Lugeon - F'ow type = I Flow rate (lit/mln/m) Total Pressure (bar) Lugeon value 3.23 3.53 9 200 10 52 84 1428 84 1796 84.1918 84 2154 84 2379 84 2608 84 2828 84 3034 84 3265 84 3487 84 1798 84 1918 84 2154 84 2379 84 2608 84 2828 34 3034 84 3265 84 3487 84 3709 £• 37 12 23 6 22 5 229 22 20 6 23 1 22 2 222 228.1 j | | Flow rate (Ilt/mirVm) Total Pressure (bar) Lugeon value 4.56 4.23 11 1 30 11 03 84 3709 84 3802 84 3989 84 4137 84 4294 84 4448 84 4608 84 4762 34 4914 84 5050 34 3802 34 3989 84 4137 34 4294 84 4448 84 4608 84 4762 84 4914 34 505 84 5206 I- 93 18 7 14 3 15 7 154 16 154 152 138 156 149 7 I | Flow rate (lit/mln/m Total Pressure (bar Lugeon value 2 99 3.53 8 0 70 11 14 84 5206 84 5273 84 5359 84 5452 84 5557 84 5658 84 5754 84 5852 84 5940 84 6G41 84 5273 34 5359 84 5452 84 5557 84 5658 34 5754 84 5852 84 5948 84 6041 34 6135 E Flow rate (IlVmlrum) Total Pressure (bar) Lugeon value 67 36 93 10 5 10 1 96 98 96 93 94 92 9 70 ILUGEON TEST Arjo-Oedessa Irrigation Project foasit)*ty study Client MOW* Packer position (m) Holo Diameter Borehole depth (m) Test No. B.H Inclination from Location Saddle dam-1 ADS-1 vertical Typo of packer Single Packer diem NQ Pate 25/5/2006 8 10 PM Ground water level (m) Ground water after tost (m) Pressure (In bars) Duration (minute) Water meter reading m’ Initial Final Volume of water consumed (lit) 080 6 10 34 7020 84 7143 34 7259 84 7372 84 7487 84 7603 84 7718 84 7 836 84 7959 84 8062 84 7143 84 7259 84 7372 84 7487 84 7603 84 7716 84 7336 84 ’959 84 3082 84 8200 LUGEON PATTERN £■ 12 3 11 8 11 3 11 5 11 5 11 3 12 123 123 11 8 118 Flow rate (llt/mln/m) Total Pressure (bar) Lugeon value 4.54 3.20 . 1 60 6 21 84 8475 84 8656 84 3669 84 9065 84 9256 84 9449 84 9624 84 9796 84 9968 85 0134 84 8656 84 8869 84 9065 84 9256 84 9449 84 9624 84 9796 84 9968 85 0134 85 0292 £■ 18 1 21 3 196 19 1 193 175 1 17 2 172 166 15 8 181.7 Average Lugeon = Flow type = Row rate (llt/mln/m) Total Pressure (bar) Lugeon value 6.99 4.00 17 240 6 32 85 0576 85 0823 85 1009 85 1202 85 1396 85 1583 85 1779 35 1995 85 2157 85 2326 85 0823 85 1009 35 1202 85 1396 35 1583 85 1779 85 1995 85 2157 35 2326 85 2482 24 7 186 19 3 194 18 7 196 21 6 16 2 16 9 15.6 £■ 1905 Total pressure Vs Lugeon value Row rate (llt/mln/m)l Total Pressure (bar. Lugeon value 7.33 4.80 15 1 60 6 43 85 2546 85 2617 85 2762 85 2864 85 2972 85 3074 85.3176 85 3278 85 3379 35 3498 85 2617 85 2762 85 2864 85 2972 85 3074 85 3176 85 3278 85 3379 85 3498 85 3597 71 14 5 10 2 10 8 10 2 10 2 10 2 10 1 11 9 99 I £• 105.1 Flow rate (llt/mln/m Total Pressure (bar Lugeon value 4.04 4.00 10 080 654 85 3545 85 3576 85 3618 85 3647 85 3671 85 3715 853748 85 3773 85 3816 85.3848 85 3576 85 3618 85 3647 85 3671 85 3715 85 3748 85 3773 85 3816 85 3848 35 3879 £ 31 42 29 24 44 33 25 43 32 31 334 Flow rate (lit/min/tr Total Pressure (ba Lugeon valu • 118 rl 120 ®4 71LEGEON TEST Aqo-Oedessa imgation Project Client feasibility study MOWR Packer position (m) Hole Diameter Borehole depth (m) Test No. B.H Inclination from Location Typo of packer Packer diam Ground waler level (m| Saddle dam-2 Single 100mm 56 Borehole No. Height of manometer height of swivel Test section (m) from- vertical Q Date 1/6/2006 Time 2 50 PM Ground water after test (m) 56 Duration (minute) Initial 71.0764 71 0764 71 0784 71 0784 71 0785 71 0785 71 0785 71 0785 71 0785 71 0785 Final 71 0784 71 0784 71 0784 71 0785 71 0785 71 0785 71 0785 71 0785 71 0785 71 0786 Flow rate (llt/min/m) Total Pressure (bar) Lugeon value 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0736 71 0786 71 0786 Flow rate (Ilt/mln/mH Total Pressure (bar) Lugeon value 71 0786 71 0736 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 1000 Volume of waler consumed (lit) 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 Average Lugeon Row type = 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 71 0786 £« 0 Row rate (llt/min/m) Total Pressure (bar) Lugeon value ooo 1.76 0 0 73 3 23 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 £■ 0 0 0 0 0 0 0 0 0 0 0 Flow rate (liVmm/m)i Total Pressure (bar) Lugeon value 000 1 39 0 036 309 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 71 0787 £ 0 0 0 0 0 0 0 0 0 0 0 1 Flow rate (llt/min/m H 000 Total Pressure (bar f 102 Lugeon valu •1 0co r-LUGEON TEST Aqo-Dedessa imgaoon Cllen MOWR Location Saddle dam-2 Typo of packer Single Packer diem 75 ground water level |m Ground water after teat (m Hole Diameter 75 Borehole No. ADS-2 Haight of manometer height of awrvel J 1 Test lection Im) from- 18 00 to 22 20 Pressure {In bar»| Duration (minute) Water mete r reading m’ Volume of water Initial Anal 0 70 1200 71 8207 71 8207 71.8207 71 8207 71 8207 71.8207 71 8208 71 8208 71 8208 71 8208 71 8207 71 8207 71 8207 71 8207 71 8207 71 8206 71 8208 71 8208 71 8208 71 8208 0 0 0 0 0 01 0 0 0 0 0.1 Flow rate (lit/min/m) Total Pressure (bar) Lugeon value 0.00 2.80 0 1 40 1*11 71.8208 71 3208 71 8208 71 8209 71 8212 71 8212 71 8213 71.8214 71 8218 71 8217 71 8208 71 5208 71 3209 71 8212 71 8212 71 8213 71 8214 71 8216 71 8217 71 8219 z« 0 0 01 03 0 01 0.1 02 01 02 1.t Average Lugeon = Flow type = Flow rate (lit/mln/m) Total Pressure (bar) Lugeon value 0.03 350 0 2 10 12 22 71 8215 71 8243 71 8273 71 3309 71 8341 71 8371 71 8409 71 8400 71 8473 71 8502 71 3243 71 8273 71 8309 71 3341 71 8371 71 3409 71 84 71 8473 71 8502 71 8535 I- 28 3 36 32 3 36 - 73 29 33 32.9 Flow rate (Ilt/min/m) Total Pressure (bar) Lugeon value 0.78 420 2 Total pressure Vs Lugeon value 1 40 12:33 71 8556 71 8571 71 8583 71 8594 71 8606 71 8619 71.8631 71 8643 71 8656 71 8670 71 8571 71 3583 71 8594 71 6606 71 8819 71 3631 71 3643 71 3656 71 867 71 8684 £3 15 12 11 12 13 12 12 13 14 14 12 8 Flow rate (livmin/m) Total Pressure (bar) Lugeon value 0.30 3.50 1 0 70 12:44 71 8712 71 8714 71.8717 71.8719 71 8721 71 8722 71 8723 71 8724 71 8725 71 8727 71 8714 71 8717 71 8719 71 8721 71 8722 71 8723 71 5724 71 8725 71 8727 71 9728 f 02 03 02 02 01 01 01 01 02 01 1.6 Flow rale (lit/min/m) Total Pressure (bar) Lugeon value 004 2.80 0 74VARIABLE HEAD PERMEABILITY TEST Arjo Dedessa Irrigation Project: feasibility study ________ AD1_________ 6.5 Diameter of boret 100 Borehole No. Diameter of easin 116 — Bottom of BH (mbgl) Test section (m) 3.6 Ground water level (mbgl) to Type of test Falling head Date : 65 28/04/2006 _ Casing height (magi) 0 Time Depth to water level (m) Initial Final T, -T (sec) Time elapsed (mln) Depth (m) Head (m) 10:09:10 10:10:10 60 0:01:00 1.4 5.1 10 10:10 10:11:10 120 0:01:00 2.27 4 23 10 11:10 10:12 10 180 0:01 00 2.65 3.85 10:12:10 10:13:10 240 0:01.00 2.88 362 10:13:10 10:14:10 300 0:01:00 3.05 345 10:14:10 10:15:10 360 0:01:00 3.18 3.32 ^(G - A) _____________2.32/tZ___________ Inp . I(LID) + (y]\ + \.l(L/D)2 10.15:10 10:16:10 420 0:01:00 327 3 23 10 16 10 10:17:10 480 0:01:00 3.35 3.15 10 17:10 10.18:10 540 0:01:00 341 3.09 10:18:10 10:19:10 600 0:01:00 3.46 3.04 10:19:10 10:21:10 720 0:02:00 3.54 2.96 10 21:10 10:23 10 840 002:00 3.6 2.9 A (m ) = 7 85E-03 2 10:23:10 10:25:10 960 0:02:00 3.66 2.84 10:25:10 10 27.10 1080 0:02.00 3 68 2.82 10:27:10 10:29:10 1200 0:02:00 3.7 28 10:29:10 10:31 10 1320 0:02:00 3 74 2 76 10:31:10 10:33:10 1440 0:02:00 3.77 2.73 10:33:10 10 35:10 1560 0:02:00 3 79 2.71 10:35:10 10:37 10 1680 002:00 38 27 1037:10 10 39 10 1800 0:02.00 3.82 2 68 10:39:10 10 44:10 2100 0:05.00 3.85 2 65 10.44:10 10 49:10 2400 0:05.00 3 89 2.61 10 49:10 10 54 10 2700 0:05:00 3.91 2 59 H, = 5.1 H2 = 2.42 D(m) = 0 1 L (m) = 2 9 t 2 = 7800 F (m) = 5.11E+00 Water level Vi Time 10 54 10 10 59 10 3000 0:05:00 3.93 2 57 10 59 10 11 04 10 3300 0:05:00 3 95 2.55 11 04:10 11 09 10 3600 0 05:00 3 97 2.53 11 09 10 11 14 10 3900 0:05:00 3 99 2.51 11 14 10 11 19.10 4200 0:05:00 4 25 11 19:10 11 24 10 4500 0:05:00 4 01 2 49 11:24:10 11 29 10 4800 0:05 00 4 02 2 48 11 29 10 11 39 10 5400 0 10:00 4 03 247 11 39:10 11 49 10 6000 0:10:00 4.04 2 46 11 49 10 11 59 10 6600 0:10:00 4 06 2 44 11 59 10 12:09:10 7200 0:10:00 407 2 43 1209 10 12 19 10 7800 0:10:00 4.08 2 42 Z = 2:10:00 77VARIABLE HEAD PERMEABILITY TEST Arjo Dedessa Irrigation Project: feasibility study AD2 Diameter of borehole (mm) 100 Borehole No. Diameter of casing (mm) Bottom of BH (mbgl) 5 Test section (m) 116 3 Ground water level (mbgl) to Type of test Falling head Date : 5 10/4/2006 Casing height (magi) 0 Time Depth to water level (m) Initial Final T( -T, (sec) Time elapsed (min) Depth (m) ( ! Head (m) 10:37:00 10 38 00 60 0:01.00 0.9 4.1 10.38 00 10 39:00 120 0:01.00 1.75 325 10:39:00 10:40.00 180 0:01:00 2.23 2.77 10:40 00 10:41:00 240 0:01:00 2.53 2 47 2.32/d, 10.41.00 10:42:00 300 0:01:00 2.75 225 1042:00 10:43.00 360 0:01.00 2.93 2.07 10 43 00 10 44 00 420 0:01:00 3.03 1.97 10 44 00 10.45 00 480 0:01:00 3.13 1.87 10 45 00 10 46 00 540 0:01:00 322 1.78 1046.00 10:47.00 600 0:01 00 3.33 1.67 A (m ) = 7 85E-03 2 10 4700 10.48:00 660 0:01:00 3.338 1 662 10 48 00 10 49:00 720 0:01:00 345 1.55 10:49 00 10 50.00 780 0:01:00 3.5 1.5 10:50:00 10:51.00 840 0:01.00 3.55 1.45 10:51:00 10:52:00 900 0:01:00 3.57 1.43 10:52:00 10.53:00 960 0:01.00 3 58 1.42 10 53.00 10 55 00 1080 0:02:00 3.59 1.41 10:55 00 10:57:00 1200 0:0200 3.6 1.4 10 57.00 10 59 00 1320 0.02:00 36 14 10:59:00 11:01:00 1440 0:02:00 3.6 14 H, = 4 1 H2= 1.34 D (m) = 0 1 L (m) = 2 t 2 = 5040 F (m) = 3.88E+00 Water level V» Fima 11:01:00 11:06-00 1740 0:05:00 36 1.4 11 06 00 11:11:00 2040 0:05 00 361 1.39 11:11 00 11:21 00 2640 0:10:00 3 62 1 38 / 11 21 00 11:31 00 3240 0:10:00 3.63 1.37 11:31.00 11 41 00 3840 0:10:00 3 64 /I 1.36 I 11 41:00 11.51:00 4440 0:10:00 3.65 1.35 11:51:00 12 01:00 5040 0:10:00 3.66 1 34 0 1000 ^00 1000 4CC0 5000 (MXM Time (etc) Z= 1:24:00 78VARIABLE HEAD PERMEABILITY TEST Site: Ago dedessa Irrigation feasibility study Borehole No.AD3____________________ Bottom of BH (mbgl)8_______________________ Ground water level (mbgl)________________________ Type of testFalling head Casing height (magi)2.15_____________________ Diameter of borehole (mm) 95.6 Diameter of casing (mm) HQ Test section (m) 5 to 8 Date: 5/8/1998 Time Depth to water level (m) Initial ’ Final T, -Tj (sec) (mln) Depth (m) | Head (m) 9:45:00 946:00 60 0:01:00 48 5 35 9 46 00 947:00 120 0:01:00 5.7 445 2.32/tZ. 9:47 00 9:48:00 180 0:01:00 64 3.75 9 48.00 94900 240 0:01:00 6.9 325 94900 9:50.00 300 0:01.00 7.1 3.05 9:50:00 9 51:00 380 0:01:00 7.15 3 9:51:00 9 52:00 420 0:01.00 7.3 2.85 A (m ) = 7.18E-03 2 9:52:00 9:53:00 480 0:01:00 7.35 2.8 9:53:00 9:54:00 540 0:01:00 7.35 2.8 9:54:00 9:55-00 600 0:01:00 7.35 2.8 9 55 00 956.00 660 0:01:00 7.35 2.8 9:56:00 9:58.00 780 0:02:00 7.35 2.8 9 58 00 10:00:00 900 0:02:00 7.35 2.8 1000 00 10:02.00 1020 0:02:00 735 2.8 10 02 00 10 07 00 1320 0:05:00 7.35 28 H, = 5.35 H2 = 2.8 D(m)= 0 0956 L (m) = 3 t 2 = 1620 F (m) = 5.19E+00 K (cm/sec) = 5.53E-04 10:07 00 10 12 00 1620 0:05.00 7.35 2.8 I = 0:27:00 ---------- i---------- J 79VARIABLE HEAD PERMEABILITY TEST Site: Arjo dedessa Irrigation feasibility study Borehole No.AD3___________________ Bottom of BH (mbgl)8______________________ Ground water level (mbgl)- Type of testFalling head Casing height (magi)2.15 Diameter of borehole (mm) 95 6 Diameter of casing (mm) HQ Test section (m) 5 to Q Date: 5/8/1998 Time Depth to water level (m) Initial Final J T( -T, (sec) (min) Depth (m) | Head(m) - 9:45:00 9:46:00 60 0:01.00 4.8 5 35 9:46:00 947.00 120 0:01:00 5.7 445 9 47 00 9:48:00 130 0:01.00 64 3 75 ln[l.l(Zz )] 9 48 00 9:49:00 240 0:01:00 6.9 325 9 49 00 950 00 300 0:01:00 7.1 3.05 9 50.00 9 51 00 360 0:01:00 7.15 3 9:51:00 9:52.00 420 0:01.00 7.3 285 9:52:00 953.00 480 0:01:00 7.35 2.8 953 00 9:54:00 540 0:01:00 7.35 2.8 9:54:00 9:55:00 600 0:01:00 7.35 2.8 955.00 956:00 660 0:01:00 735 2.8 9:56.00 9:58.00 780 0:02:00 7.35 2.8 9:58:00 10.00:00 900 0:02:00 7.35 2.8 10:00.00 10:02:00 1020 0:02:00 7.35 2.8 10 02 00 10:0700 1320 0:05:00 7.35 2.8 F(m) = 5.19E+00 K (cm/sec) = 5.53E-04 10:07 00 10:12.00 1620 0:05.00 7.35 2.8 I = 0:27:00 / ■ ■ 79VARIABLE HEAD PERMEABILITY TEST Arjo dedessa Irrigation Project: feasibility study Borehole No.AD3_____________________ Bottom of BH (mbgl)12_______________________ Ground water level (mbgl);_________________________ Type of testFalling head Casing height (magi) 1.15______________________ Diameter of borehole (mm) 95.6 Diameter of casing (mm) HQ Test section (m) 9 to 12 Date : 14/04/2006 Time ' Depth to water level (m) Initial Final T, -T, (sec) Time elapsed 1 (min) Depth (m) Head (m) 11:1845 11:1945 60 0:01:00 4.8 8 35 11 1945 11 20.45 120 001:00 5.7 7.45 11:20:45 11:21:45 180 0:01:00 6.4 6 75 11:21:45 11:22:45 240 0:01 00 6.9 625 11:22 45 11 23 45 300 0:01:00 7.1 6.05 7.15 6 ___________ 2.32^£____________ Inp. l(£/D)*[Vl*l.lU/D)3)] 1123:45 11 24 45 360 0:01 00 11:24 45 11 25:45 420 0:01 00 7.3 5.85 11:2545 11 26:45 480 0:01:00 7.35 58 11 26 45 11:27 45 540 0:01.00 7.35 5.8 11 27 45 11:28 45 600 0:0100 7.35 58 11:2845 11 29:45 660 0:01:00 7.35 5.8 - 1129.45 11:30.45 720 0:01:00 7.35 5.8 A(m )= 7.18E-03 2 11:30 45 11:31:45 780 0:01:00 7.35 5.8 11:31:45 11:32:45 840 0:01:00 7.35 5.8 11:32:45 11:33:45 900 001 00 7.35 5.8 11.33:45 11:34.45 960 0:01.00 7.35 58 11:34:45 11 35 45 1020 0:01:00 7.35 58 11 35.45 11 36.45 1080 0.01:00 735 5.8 1136:45 11 37 45 1140 0 01 00 7 35 5.8 11:37:45 11:38:45 1200 0:01 00 7.35 58 11 38 45 11 39:45 1260 0:01:00 7.35 5.8 H, = 8.35 H2 = 5 8 D (m) = 0 0956 L (m) = 3 t 2 = 3360 F (m) = 5.19E+00 K (cm/sec) ■ 1.50E-04 11:39:45 11 41.45 1380 0:02:00 7 35 5.8 11:41:45 11:43-45 1500 0:02:00 7.35 58 Water level Vi Time 11:43 45 11 45 45 1620 0:02:00 7.35 5.8 11 45 45 11 47:45 1740 0:02:00 735 58 11:47:45 11 49:45 1860 0:02:00 7 35 5.8 11:49:45 11:54:45 2160 0:05:00 7 35 5.8 11 54 45 11:59:45 2460 0:05.00 7.35 5.8 11 59 45 12 04:45 2760 005:00 7.35 58 120445 12 09 45 3060 0:05:00 7 35 58 12.0945 12 14 45 3360 0:05:00 7 35 58 £ = 0:56:00 80VARIABLE HEAD PERMEABILITY TEST Project: Arjo dedessa Irrigation feasibility study Borehole No.AD6_______________________ Bottom of BH (mbgl)8___________________________ Ground water level (mbgl);____________________________ Type of testFalling head Casing height (magi) 2.15________________________ Diameter of borehole (mm) Diameter of casing (mm) Inclination from vertical Test section (m) to Date : 956 HQ 30 5 8 16/05/2006 Time Depth to w<iter level (m) Initial Final T.-T, (sec) Time elapsed (mln) Depth (m) Head (m) 9 54 00 9 55.00 60 0:01:00 1.65 8 50 9 55 00 9 56 00 120 0 01:00 2.1 8.05 9:56:00 9 57:00 160 0:01:00 2.15 8 00 9:57.00 9:58:00 240 0:01:00 2.25 7.90 9:58.00 9 59:00 300 0:01:00 2.32 7.83 0:01:00 2.38 7.77 ___________ 2.32/cL____________ Inp.!(£/D)* 9:59:00 10 00:00 360 10:00.00 10 01 00 420 0:01 00 2.49 7 66 10:01:00 10.02.00 480 0:01:00 2.57 7 58 10 02:00 10:03 00 540 0:01.00 2.66 749 10 03:00 10:04:00 600 0:01:00 2.75 7.40 10 04.00 10:05:00 660 0:01 00 2 84 7 31 10:05:00 10:06 00 720 0:01:00 2.91 7 24 A (m ) = 7.18E-03 2 10 06 00 10:07:00 780 0:01:00 3 7.15 10:07 00 10:09 00 900 0:02.00 3.15 7.00 10 09 00 10 11 00 1020 0:02:00 3.33 6 82 10 11 00 10:1300 1140 0:02:00 3 47 668 10:13 00 10:15:00 1260 0:02:00 3.58 6.57 10 15 00 10:17 00 1380 002:00 3.7 6.45 10:17:00 10 19 00 1500 0:02:00 3.8 6.35 H, = 8.5 H2 = 4 35 D (m) = 0.0956 L(m)= 3 t 2 = 5880 F(m)» 5.19E+00 10:19:00 10 21:00 1620 0:02:00 3.96 6 19 10 21:00 10 23.00 1740 0:02:00 405 6.10 10 23 00 1025:00 1860 0.02.00 4.16 5.99 Water level Vs Tima 10 25 00 10 27:00 1980 0:02:00 4 26 5.89 • 10:2700 10:29 00 2100 0:02:00 4.35 5 80 10 29 00 10.31:00 2220 0:02:00 4.45 5 70 10 31 00 10:33 00 2340 0:02.00 4.53 5 62 1033:00 10 35 00 2460 0:02:00 4 63 5 52 10:35 00 10 37 00 2580 0:02:00 4.7 5 45 10 37 00 10 42 00 2880 0:05:00 4.89 5 26 10 42 00 10:47.00 3180 0:05:00 5.06 5.09 10 47 00 10:52.00 3480 005:00 5.18 4 97 - 10 5200 10:57 00 3780 0:05:00 53 4 85 10 57.00 11 02.00 4080 0:05 00 543 4 72 11:02 00 11 12:00 4680 0:10:00 5.58 4 57 11:12.00 11 22:00 5280 0 10.00 5.65 4 50 * 1122:00 11.32.00 5880 0:10:00 5.8 4 35 Z= 1:38:00I VARIABLE HEAD PERMEABILITY TEST Project: Ago dedessa Irrigation feasibility study Borehole No.AD6___________________ Bottom of BH (mbgl)11_____________________ Ground water level (mbgl)-_______________________ Type of testFalling head Casing height (magi)2.15____________________ Diameter of borehole (mm) 95 6 Diameter of casing (mm) HQ Inclination from vertical 30 Test section (m) 8 to 11 Date : 16/05/2006 Time d Depth to water level (m) Initial | Final | Tf-T,(«ec (mln) Depth (mJ | Head(m) 3:01:00 | 3-02:00 I 60 0:01:00 2.8 1035 3:02.00 | 3:03:0C 120 0:01.00 3.3 9 85 3:03:00 3 04 00 180 0:01.00 3.8 9.35 3.04 00 305.00 240 0:01:00 4.25 8 90 2.32kL 3:05.00 3 06.00 300 0:01:00 4.75 8.40 3 06 00 3:07 00 360 0:01.00 5.05 8.10 3:07:00 3 08.00 420 0:01:00 5.35 7.80 3:08:00 3 09:00 480 0:01:00 5.6 7.55 3 09:00 3 10 00 540 0:01:00 5.83 7 32 3 10:00 3 11.00 600 0:01.00 6 05 7.10 A (m ) = 7 18E-03 2 3:11:00 3:12:00 660 0.01:00 6.35 680 3:12:00 3:13.00 720 0:01:00 6.55 660 — 3:13:00 3:14:00 780 0:01:00 6 85 6 30 3 14 00 3 16 00 900 0:02:00 7.25 590 3:16 00 3 18 00 1020 0:02:00 7.5 565 3:18 00 3 20 00 1140 0:02:00 7.85 5.30 3 20 00 322.00 1260 0:02:00 8.05 5 10 H, = 10.35 H2 = 2 05 D(m)3 0 0956 L (m) = 3 t 2 = 5040 F (m) = 5J9E+00 3:22:00 324.00 1380 0:02:00 835 4 80 3:24 00 3:26:00 1500 0:02.00 86 455 3:26 00 3 28 00 1620 0:02:00 8.82 4 33 Watar laval Vi Tima 3:28:00 3 30:00 1740 0:02:00 8 93 4 22 3:30:00 3 35 00 2040 0 05 00 9 45 3 70 --------------- 1--------------- n 3:35:00 3 40 00 2340 005.00 985 3 30 F 3:40.00 3 45 00 2640 0 05 00 10.15 3 00 —i 3.45:00 3.50 00 2940 0:05.00 10.35 2 80 3:50:00 355.00 3240 0 05 00 105 265 — 1 ~“d--------- 3 55 00 4:05:00 3840 0:10:00 10 75 240 4 05 00 4 1500 4440 0:10:00 109 225 0 ’000 2000 3000 4000 5000 Tima [sac) 4:15.00 4 25 00 5040 0:10.00 11.1 2 05 I = 1:24:00 82VARIABLE HEAD PERMEABILITY TEST Project: Borehole No. Bottom of BH (mbgl) Ground water level (mbgl) Type of test Casing height (magi) Ago dedessa Irrigation feasibility study AD6 15 Falling head 2.15 Diameter of borehole (mm) 95.6 Diameter of casing (mm) HQ Inclination from vertical 30 Test section (m) 11 to 15 Date : 16/05/2006 Time Depth to water level (m) Initial i Final | T -T, (sec) r Time elapsed (min) Depth (m) Head (m) 6.05 00 6 06 00 60 0:01:00 1.96 15.19 6 06 00 607:00 120 001:00 2.03 15.12 6.07.00 6.08:00 180 0:01.00 2 09 15.06 60800 6:09:00 240 0:01:00 221 14.94 6.09:00 6 1000 300 0:01:00 2.28 1487 6 10:00 6 11 00 0:01.00 2.33 14 82 Hln(//,///,) ___________ 2.32xL___________ Inf 1. \(L/D) > ( ^\ + \.\(L/D)1 360 6.1100 6 12:00 420 0:01:00 2.38 14 77 6:12:00 6 13:00 480 0:01:00 2.45 14.70 6:13.00 6 14 00 540 0:01:00 2.51 14.64 6:1400 6.15:00 600 0:01:00 2.57 1458 A (m ) = 7.18E-03 2 61500 6:17:00 720 0:02:00 2.68 14.47 6:17:00 6:19:00 840 0:02:00 2.79 14.36 6:19.00 6:21 00 960 00200 2.92 14.23 6 2100 6:23:00 1080 0:0200 304 14 11 62300 6:25:00 1200 002:00 3.13 14.02 6 25 00 6:27 00 1320 0:02:00 3.22 13 93 6.27:00 62900 1440 0:02:00 3.33 13.82 H,= 15 19 H2= 11.47 D (m)= 0.0956 L (m) = 4 t 2 = 4800 F (m) = 6.48 E+00 6:29:00 6.31 00 1560 0:02:00 347 1368 6:31:00 6:33 00 1680 0:02.00 3 53 13 62 6:33:00 6:35:00 1800 0:02:00 3.64 1351 Water level V« Time 6:35.00 6:40:00 2100 0:05:00 3.86 13 29 6:40:00 6:45.00 2400 0:05:00 4.1 13.05 6:45:00 6:50.00 2700 0:05:00 4.34 12.81 6 50:00 655 00 3000 0.05:00 4.55 1260 6:55 00 7.05:00 3600 0:10:00 5 12.15 705 00 7:15 00 4200 0:10.00 5.3 11 85 7:15:00 7:25 00 4800 010:00 5.68 11.47 1= 1:20:00 83VARIABLE HEAD PERMEABILITY TEST Project: Ago dedessa Irrigation feasibility study Borehole No.AD6_____________________ Bottom of BH (mbgl)18_______________________ Ground water level (mbgl)-_________________________ Type of testFalling head Casing height (magi) 1.05______________________ Diameter of borehole (mm) Diameter of casing (mm) Inclination from vertical Test section (m) to Date : 746 NQ 30 15 18 17/05/2006 Time Depth to water level (m) Initial | Final T, -T, (sec) Time elapsed (min) Depth (m) Head (m) 9.40 00 9 41 00 60 0:01:00 0.8 1825 9:41:00 9 42 00 120 0:01.00 1.05 18 00 9.42:00 9:43 00 160 0:01:00 1 27 17.78 9.43 00 9 44 00 240 0:01.00 1.55 17 50 J 9:44.00 9:45.00 300 0:01:00 1.7 17.35 9 45 00 9 46:00 360 0:01:00 1.86 17.19 94600 9 47.00 420 0:01.00 2.05 17 00 9 47 00 9:48:00 480 0:01 00 2.23 16 82 9:48:00 94900 540 001:00 2.43 16.62 2 9 49 00 9.50.00 600 0:01 00 2.6 16.45 9 50 00 9:51:00 660 0:01:00 2.75 1630 9 51.00 9:52:00 720 0:01 00 294 16.11 9 52 00 9:54:00 840 0.02:00 3.23 15 82 9:54:00 9.56:00 960 002:00 3.54 15.51 9 56 00 9 58 00 1080 0:02:00 38 15.25 9 58 00 1000.00 1200 0:02:00 4.15 14 90 __________2.32^___________ ln[l l(Z./D) + ^l>l 1(£/D) )] A (m ) = 4 37E-03 H, = 18 25 H2 = 9.62 D(m)« 0.0746 L (m) = 3 t 2 = 4740 F (m) = 4.90E+00 1000 00 10.0200 1320 0:02:00 4.38 14 67 10 02:00 10 04:00 1440 0:02:00 463 14 42 1004 00 10:09 00 1740 005:00 5.17 13 88 Water level Vi Time 10 09 00 10.14:00 2040 0:05 00 5 83 1322 10:14:00 10 1900 2340 0 05 00 6.3 12.75 10 19 00 10:29 00 2940 0:10:00 7 26 11 79 1029:00 10 3900 3540 0:10:00 8.05 11 00 10 39 00 10.4900 4140 0:10:00 873 10.32 0 1000 4000 5000 104900 1059.00 4740 0:10 00 9.43 9 62VARIABLE HEAD PERMEABILITY TEST Project: Ago dedessa Irrigation feasibility study Borehole No._________ AD6__________ Bottom of BH (mbgl)____________23__________ Ground water level (mbgl) Type of test Falling head Diameter of borehole (mm) Diameter of casing (mm) Inclination from vertical Test section (m) to 746 NQ 30 18 23 Casing height (magi) 1 Date /19/05/2006 I Time Depth to water level (m) I Initial Final T, -T, (sec) _ Time elapsec (min) Depth (m) | Head (m) 8:33:00 8:34 00 60 0 01.00 2 22.00 ,4ln(H,/H ) ; w 8:34.00 8.35 00 120 0:01:00 2.55 21 45 8 35 00 8 36 00 180 0:01.00 3.15 20.85 8 36:00 8:37:00 240 0:01:00 3.6 20.40 __________ 2.32/nL 8.37:00 8:38:00 300 001 00 4.03 19.97 w 8:38:00 8:3900 360 0:01:00 4.45 19.55 ln[l j(Z/£>)+(V * 11 • )] 8:39:00 8 40:00 420 0:01:00 4 83 19.17 8:40:00 8.41 00 480 0:01:00 5.2 18.80 8:41:00 84200 540 0:01:00 5.53 18.47 842:00 8:43.00 600 0:01:00 5.87 18 13 8 43 00 8:44.00 660 0:01:00 6.18 17 82 844 00 8:45:00 720 0:01:00 645 17.55 A (m ) = 4 37E-03 2 w 8 45 00 8:46:00 780 0:01:00 6.8 17.20 8:46:00 8.47:00 840 0:01:00 7.03 16.97 8:47:00 8:4900 960 0:02.00 75 16 50 8 49:00 8 51 00 1080 0:02:00 8 1600 b ~ 8:51:00 8:53 00 1200 002:00 8.43 15.57 8:53:00 8:55.00 1320 0:02.00 8.85 15.15 8 55.00 8:57:00 1440 0:02:00 9 22 14.78 8:57:00 8:59:00 1560 0:02.00 9.55 14 45 H, = 22.00 H2 = 9 23 D(m)= 0 0746 L (m) = 5 t 2 = 5460 F (m) = 7.33E+00 K I :m/sec)) = 9.48E-05 8 59 00 9:01:00 1680 0:02:00 9.9 14 10 9 01.00 903.00 1800 0:02:00 10.2 13 80 Water level Vi Time 9.03:00 905 00 1920 0:02:00 10 49 1351 9:05 00 9 07 00 2040 0:02:00 1077 13 23 9:07:00 9:09 00 2160 0:02.00 11.05 12.95 9:09:00 9 14 00 2460 0:05:00 11.65 1235 9 14 00 9 19 00 2760 0:05 00 12.15 11 85 9 19:00 9:2400 3060 0:05:00 12.6 11 40 / 9 24 00 9 29 00 3360 0:05 00 13 11 00 9 29 00 9:34:00 3660 0:05:00 13.33 10 67 0 1000 2000 3000 4000 5000 6000 Time (»ec) 9 34 00 9 44 00 4260 0:1000 1389 10.11 9 44 00 9:54:00 4860 0:10:00 14.36 964 9 54 00 10 04 00 5460 0:10.00 1477 923 Z= 1:31:00 85VARIABLE HEAD PERMEABILITY TEST Project: Ago dedessa Irrigation feasibility study Borehole No.AD6______________________ Bottom of BH (mbgl)26_________________________ Ground water level (mbgl)-___________________________ Type of testFalling head Casing height (magi) ______________ 1.6__________ Diameter of borehole (mm) Diameter of casing (mm) Inclination from vertical Test section (m) to Date : 746 NQ 30 23 26 20/05/2006 Time 1 Depth to water level (m) Initial Final T, -T( (sec) Time elapsed (mln) Depth (m) j Head(m) 4:36:00 4 37 00 60 0:01:00 1 45 26.15 4:3700 4 38:00 120 0:01:00 2 25 60 4 38.00 4:39 00 180 0:01 00 2.65 24 95 4 39 00 4:40:00 240 0:01:00 3.25 24 35 4:40:00 4 41 00 300 0:01:00 3.85 23 75 4 42:00 0:01:00 425 23.35 J ln(//,///>) ___________ 2.32/tZ.___________ Injj. 1(£/D) + 4:41 00 360 4 42 00 4:43 00 420 0:01:00 4.6 23 00 4 43 00 4 44 00 480 0:01:00 4.95 22 65 4 44:00 4 45 00 540 0.01 00 5.3 22.30 445:00 4 46 00 600 0:01:00 5.6 2200 A (m ) = 4 37E-03 2 4:46:00 4 47 00 660 0.01:00 5.9 21.70 4:47:00 4:48:00 720 0:01:00 6.2 21.40 4 48 00 4:49 00 780 0:01 00 6.5 21.10 4 49:00 4 51 00 900 002:00 7 20.60 4:51.00 4 53:00 1020 0:02:00 7.48 20.12 4 53 00 4 55 00 1140 0:02:00 7 88 19 72 4:55:00 4 57 00 1260 0:02 00 8.28 19 32 4 57 00 4:59:00 1380 0:02:00 8.65 18 95 H, = 26 15 H2 = 13.50 D (m) = 0.0746 L (m) = 3 t 2 = 4680 F(m)=» 4.90E4-00 K crffl§gcjtoL26gffl5 4:5900 5 01:00 1500 0.02:00 9.05 18.55 5 01 00 5:03:00 1620 0.02:00 9.35 1825 5 03 00 5:05:00 1740 0:02:00 9.7 17 90 Alter Vs Tim* 5:05 00 507.00 1860 00200 10 17.60 5 07 00 5:09 00 1980 0.02:00 10.2 17.40 — 5 09:00 5:14 00 2280 0:05:00 10.88 16.72 5 14.00 5 19 00 2580 0:05:00 11.5 16 10 E, 3 5 19:00 524:00 2880 0:05:00 12.05 15.55 5:24.00 5 34 00 3480 0 1000 12.8 14.80 5 34 00 5 44:00 4080 0 10:00 13.5 14 10 0 1000 2000 3000 <000 5000 Tim* |wc| 5 44 00 5 54 00 4680 0:10:00 14 1 13 50 Z= 1:18:00 86VARIABLE HEAD PERMEABILITY TEST Project: Borehole No. Bottom of BH (mbgl) Ground water level (mbgl) Type of test Casing height (magi) Ajjo dedessa Irrigation feasibility study AD6 29 Falling head 1.8 Diameter of borehole (mm) 74,6 Diameter of casing (mm) NQ Inclination from vertical 30 Test section (m)_______26______ to 29 Date : 21/05/2006 __________ 2.32/t£__________ ln[l. l(Z/£»)+[7l*l A (m ) = 4 37E-03 2 H, = 27.70 H2 = 16.90 D(m)= 0.0746 L (m) = 3 t 2 = 5040 F (m) = 4.90E+00 Water level V« Time E= 1:24:00 87VARIABLE HEAD PERMEABILITY TEST Ago dedessa Irrigation Project: feasibility study Borehole No.AD7_______________________ Bottom of BH (mbgl)7.4_________________________ Ground water level (mbgl)-___________________________ Diameter of borehole (mm) 122 Diameter of casing (mm) PQ Test section (m) 5 to 7.4 Type of testFalling head Date : 30/04/2006 Casing height (magi) ______________ 0___________ Time T, -T( (sec) Time elapsed (min) Depth to water level (m) Initial Final Depth (m) Head (m) 9:45:00 9 46 00 60 0:01:00 0.06 7.34 9 46 00 9:47:00 120 0:01:00 006 7.34 _________ 2.32a£_________ » 9 47.00 9:48:00 180 0:01:00 0.07 7.33 9 48:00 9:49:00 240 0:01 00 0.09 7.31 9:49:00 9:50.00 300 0:01:00 0.1 7.3 ln[l. 1(£/ D)+( J\ + U(L/D)‘ 9:50 00 9:51:00 360 0:01:00 0 11 7 29 9:51:00 9 52 00 420 0:01:00 0.12 7 28 9:52:00 9 53 00 480 0:01:00 0.14 7.26 9 53 00 9 54 00 540 0:01.00 0.15 725 9 54 00 9:55:00 600 0:01:00 0 16 7 24 9:55.00 9:56.00 660 0:01.00 0.17 7 23 9:56:00 9:57:00 720 0:01:00 0.18 722 9 57 00 958:00 780 0:01:00 02 7.2 9:58:00 9:59:00 840 0:01:00 0.21 7.19 9:59.00 10:00 00 900 0:01:00 0.22 7.18 1000 00 10:02.00 1020 0:02:00 0.23 7.17 F (m) = 4.67E+00 10:0200 10:04:00 1140 0:02:00 0.25 7.15 10:04-00 10:06:00 1260 0:02:00 026 7.14 10:06 00 10 08 00 1380 0:02:00 0.28 7.12 10 08:00 10:10:00 1500 0:02:00 0.3 7.1 10:10:00 10 15 00 1800 0:05:00 0.35 7 05 10 15 00 10:20 00 2100 0:05:00 0.4 7 1020:00 10 25 00 2400 0 05:00 046 6 94 10 25 00 10 30:00 2700 0:05:00 0.5 69 10 30 00 10 35 00 3000 0:05:00 0.56 684 10 35 00 10:45 00 3600 0.10:00 065 6 75 10 45 00 10 55 00 4200 0:10:00 071 669 UM 88VARIABLE HEAD PERMEABILITY TEST Project: Arjo dedessa Irrigation feasibility study Borehole No.ADS-1_______________________ Bottom of BH (mbgl)________________ 8____________ Ground water level (mbgl)-______________________________ Type of testFalling head Casing height (magi)_________________2____________ Diameter of borehole (mm) Diameter of casing (mm) Inclination from vertical Test section (m) to Date : 95.6 HQ 0 5 8 21/05/2006 Time Initial ; Final | T,-T,(«ec) 4:33.00 4:34:00 60 4:34:00 4:35:00 120 4.35:00 4 36:00 180 4:36 00 4:37:00 240 4:37:00 4:38.00 300 • 4:38:00 4:39.00 360 4:39:00 440:00 420 4:40:00 4:41.00 480 4 41.00 4:42:00 540 4:42:00 4 43:00 600 4:43:00 4:45:00 720 4:45:00 4:47.00 340 * 4:47:00 4:49:00 960 4:49.00 4 51:00 1080 4:51:00 4:53:00 1200 B 4:53:00 4:55.00 1320 4:55:00 4:57:00 1440 4:57:00 4:59:00 1560 4:59:00 5:01:00 1680 5 01:00 5:03.00 1800 5:03.00 5:08:00 2100 Time elapsed (min) Depth to water level (m) Depth (m) Head (m) 41n(H,/H ) 0:01:00 2 8.00 2 0:01:00 2.06 7.94 0:01:00 2.07 7.93 0:01:00 2.1 7.90 2.32/r£ 0:01.00 2.11 7.89 0:01.00 2.12 7 88 0:01:00 2.14 7.86 0:01:00 2.16 7 84 0:01.00 2.18 7 82 A (m ) = 7.18E-03 2 0:01:00 2.2 7 80 0:02:00 2.22 7.78 0:02:00 2.26 7.74 0:02:00 2.28 7.72 0:02:00 2.32 7.68 0:02.00 2.35 7.65 0:02:00 2.37 7.63 H, = 8 H2 = 7.00 D (m) = 0.0956 L (m) = 3 t 2 = 4800 F (m) = 5.19E+00 0:02:00 2.4 7.60 0:02:00 2.42 7.58 0:02:00 2.44 7.56 Water level V» Time 0:02:00 2.47 7.53 0:05:00 2.53 7.47 5:08.00 5.13:00 2400 0:05:00 2.6 7.40 5:13:00 5:18.00 2700 0:05:00 2.66 7.34 5:18:00 5:23.00 3000 0:05:00 2.71 7.29 I I i L L-— —— LL. I — I - 5.23:00 5:33:00 3600 0:10:00 2.82 7.18 ' 5:33 00 5:43:00 4200 0:10:00 2.92 7.08 1000 J000 MOO 4000 5000 6000 |BM| 5:43:00 5:53:00 4800 0:10:00 3 7.00 E= 1:20:00 * 89VARIABLE HEAD PERMEABILITY TEST Arjo dedessa Irrigation feasibility Project:study_________________________ Borehole No.ADS-1________________________ Bottom of BH (mbgl)_______________ 11_____________ Ground water level (mbgl)-______________________________ Type of testFalling head Casing height (magi)2.15___________________________ Diameter of borehole (mm) 95.6 Diameter of casing (mm) HQ Inclination from vertical 0 Test section (m) 8 to 11 Date: 22/05/2006 Time Depth to water level (m) Initial | Final | T, -T, (sec) Time elapsed (mln) Depth (m) I Head(m) 2 35 25 2 36 25 60 0:01:00 2.15 11 00 2 36 25 2 37 25 120 0:01 00 2 25 10 90 2.37 25 2 38 25 180 0 01 00 2.4 10 75 2 38 25 2:39:25 240 0:01:00 246 10 69 2 39:25 2:40:25 300 0 01 00 2 52 10 63 2:40 25 2:41:25 360 0:01 00 26 10.55 2 41 25 2:42:25 420 0 01 00 2.67 10 48 2.42:25 2:43 25 480 0:01 00 275 10 40 2 43:25 2 44 25 540 0:01 00 2.82 10.33 2 44 25 2:45 25 600 0.01.00 2.9 10 25 2 2 45 25 2:46 25 660 0:01 00 2 96 10 19 2 46 25 2:48 25 780 0:02.00 3.12 10 03 2 48 25 2 50 25 900 0:02:00 3 23 9 92 2 50 25 2.52:25 1020 0 02 00 3 28 9 87 2 52 25 2:54 25 1140 0:02:00 3.51 9 64 2 54 25 2 56 25 1260 0:02 00 3 66 9 49 2 56 25 2 58 25 1380 0 02 00 3 77 9 38 AWHJHJ __________ 2.32xL___________ lnp. !(£/£>) A (m ) = 7 18E-03 Hi= 11 00 H2 = 8.01 D (m) = 0 0956 L (m) = 3 t 2 = 4030 F (m)» 5.19E+00 2 58 25 3 00 25 1500 0 02 00 3 94 9 21 3 00 25 3 02 25 1620 0:02 00 4 04 3 02 25 3 04 25 1740 0:02:00 4 12 9 03 911 r Water lava I Va Tima 3 04 25 3 06 25 1860 0:02:00 4 15 9 00 3 06 25 3 08 25 1980 0 02 00 4 38 8 77 3 08 25 3 13 25 2280 0 05 00 4 65 8 50 3 1325 3:18 25 2580 005 00 4 91 8 24 3 18 25 3 23 25 2880 0 05 00 5 14 8 01 3 23 25 3.33 25 3480 0:10 00 5 14 8 01 3:33 25 3 43 25 4080 0:10.00 5.14 I- 1:08:00 ______________ 90 -ITHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix D: Test Pits Logs May 2007 WATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOCIATION WITH imCONTlIMTAL CONSULTANTS AND TECHNOCRATS INDIA PUT TC P.O.Box 2561, Addis Ababa Ethiopia Tel:(251)l 614501/631890 Fax:(l25l)l 615371 E-mail: w.w.d.s.e@telecom.net.etProject: Site: Pit No: Depth(m): Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Saddel dam) TPSPR1 5.00m GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 244906 942811 1351 Depth (m) Graphic symbol Sod Description Sample type Remark -—CTUtf Dark, (Black cotton soil) soft, expansive CLAY Dark grey, medium stiff, moist silty sand with some clay 1 y .1 4.50 5.00 r / I Light grey, dense, sandy gravel derived from Trachy BASALT federal o -« Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu=Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 1 17Project: Site: Pit No: Ajjo- Dedessa Irrigation Feaisibilty Study Borrow (Saddel dam) TPSPR2 Depth(m): 1.10m GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 244825 943169 1341 Depth (m) 0.00 Graphic symbol Sample type Remark 1.1Q Soil Description Dark, (Black cotton soil) soft, expansive CLAY with grass roots Light grey, very dense, sandy gravel moderately to highly weathered, wea . vesicular trachy BASALT, vesicules \filled by yellowish menirals Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu—Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 118Project: Site: Pit No: Depth(m): Depth (m) ono Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Obose site) OBTP1 2.30 GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 244690 946171 1381 Graphic symbol Soil Description Dark to dark, soft, brown organic CLAY, with plant and grass roots Sample type Remark . _______________________ ____ H-------- c_ _<r_ — - - +- Firm to stiff, reddish brown to red silty CLAY with plant and grass root + Dense, yellowish grey to red sandy gravel with some silt, derived from decomposed Trachyte Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) 'u=Unconfined compressive stregth in kg/cm ofll=Plastic index =Soil Symbol 119Project: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (obose) OBTP2 Depth(m): 1.60 Depth (m) Graphic symbol Soil Description GWL(masl): Easting(m): Northing(m): Elvevtion(m) Sample type NO 244805 946299 1385 Remark Q.oa 0.30 Dark to dark, soft, brown organic CLAY, with plant and grass roots 4<_ __ Firm to stiff reddish brown to red silty CLAY with plant and grass rooi 1.30 1,60 A Dense, yellowish grey to red sandy gravel with some silt, derived from \ decomposed Trachyte Sample D- disturbed H-Block i compressive z bag(2kg) _2 Plastic bag(25kg) 120ll w Project: Site: Pit No: Depth(m): Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Obose site) OBTP3 1.70 Depth (m) o.oa Graphic symbol Soil Description GWL(masl): Easting(m): Northing(m): Elvevtion(m) Sample Nil 244684 946397 1388 Remark 0.25 ,\ \ \ > \ \-\ \ \<x Dark to dark, soft, brown organic CLAY with plant and grass roots. 1.50 ----- - \ +\ > ' Firm to stiff, moist, reddish brown to red silty CLAY with plant and grass root Dense yellowish grey to red sandy gravel with some silt, derived from I decomposed Trachyte Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) 121 *Depth Graphic J (m) symbol | u.uu .......................... 122123Project: Aijo- Dedessa Irrigation Feaisibilty Study Site: Borrow (Dandansa site) Pit No: DhBTP4 Depth(m): 1.90 GWL(masl): Nil Easting(m): 249554 Northing(m): 940026 Elvevtion(m) 1404 Depth (m) n nn Graphic symbol Soil Description Sample type Remark 0.30 ♦ ♦ ♦ ♦ * ♦ Soft, dark brown, moist, clay with plant and grass roots (organic clay) 4“ "t_ x 4- -F" — _± _+. “=F ~+ F ~t . Firm to stiff, brownish to red, clay with some silt and plant roots at the top i.ocr~n~) - Vedera/^. ____________________ _ D H-R nX S' >\ /^\ Qu-Un con fined compressive H \ O stregth in kg/cm Pl-plastic bag(2kg) Vi 3 \ P2-plastic bag(25kg) fcVk PfX / SmIi T SS-Soil Symbol -------------------------------------------------- y 9/!---------------------------------------------------------------- 125 c a 1 1 1 1 1 MH MLProject: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Dandansa site) DhBTP5 Deptb(m): 3.25 GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 249795 940139 1411 Depth ( tf.00 Graphic symbol Remark r Sample type Q1Q + + + + + + + + + Soil Description___________ Dark brown moist clay with plant and grass roots (organic clay) Firm to stiff, brownish to red clay with some silt + Dense, reddish brown sandy Gravel derived from weathered BASALT Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) =Unconfined compressive §■ /' stregth in kg/cm ** I^PIastic index ^y/iS=Soil Symbol 126Project: Site: Pit No: Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Dandansa site) DhBTP6 Depth(m): 1.80 GWL(masI): Easting(m): Northing(m): Elvevtion(m) Nil 249869 939994 1407 Depth Ilbloa 0.15 Graphi c symbol son Description____________ Sample Remark type **. jH. Soft, dark brown, moist, clay with ‘ | ~ plant and grass roots (organic clay) + i- + + \\\\ Stiff, brownish to red clay with some silt and plant roots at the top Dense, reddish brown sandy Gravel derived from weathered BASALT Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) confined compressive ^>^egth in kg/cm c index S=^^ymbol 127Project: Aijo- Dedessa Irrigation Feaisibilty Study Site: Borrow (Dandansa site) Pit No: DhBTP7 Depth(m): 1.90 GWL(masI): Easting(m): Northing(m): Elvevtion(m) Nil 249884 939714 1402 Depth 0.30 Graphic symbol Son Description____________ Sample type Remark Soft, dark brown moist clay with plant and grass roots (organic clay) + + + + + Firm to stiff, brownish to red clay with some silt Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) u—Unconfined compressive W5tregth k2/cm Tl^lastic index oil Symbol 128Project: Aijo- Dedessa Irrigation Feaisibilty Study Site: Pit No: Borrow (Dandansa sit e) DhBTP8 Depth(m) : 1.00 GWL(masl): Nil Easting(m): 249936 Northing(m): 939531 Elvevtion(m) 1393 Depth Graphic Son Descriptio Sample Remark symbol n____________ type (K2Q ----- 1------- — x y + Soft, dark brown moist clay with plant and grass roots (organic clay) Stiff, brownish to red clay with some silt and grass roots at the top Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu-Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 129Project: Site: Pit No: Depth(m): Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Dandansa site) DhBTPIO 1.90 GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 249344 939493 1391 Depth Graphic c&hol-g?;bo2 0.20 \u_—- Son Description Sample Remark Jype - -A 4-2-2 Soft, dark brown moist clay with plant and grass roots (organic clay) +d Stiff, brownish to red, clay with some plant and grass roots 4- - - 4- at the top 4- - + +- Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu-Unconfincd compressive stregth in kg/cm PI=Plastic Index SS=Soil Symbol 131Project: Site: Pit No: Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Dandansa site) DhBTPll Depth(m): 2.10 GWL(masI): Easting(m): Northing(m): Elvevtion(m) Nil 249243 939670 1385 Depth moo Graphic symbol Son Description ♦♦* Sample Remark type I o.2e Soft, dark brown ,moist clay with some plant and grass roots + ■ + + + Firm to stiff, brownish to red, clay with some silt and plant roots at the top Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu=Unconfined compressive stregth in kg/cm o U PI=Plastic index §- h SS=Soil Symbol >// 132Project: Ago- Dedessa Imgation Feaisibilty Study GWUmwl): Nil Site: Borrow (Dandansa site) Easting(m): 249159 Pit No: DhBTPIl Depth(m): 1.75 Depth w Graphic symbol Soil Description Northing(m): 939438 F.ivevtion(m) 1383 Sample Remark type 0.20 Soft, dark brown moist clay with plant and grass roots \-U Firm to stiff, brownish to red, clay with some silt and plant roots at the top —IrTS Sample D- disturbed II Block PI plastic bjg(lkg) Pl plastic bag<25kg) Qu*l nconfined CMipressive »trrxth la kj cn PI“Plastk iadex SS-Soil SymbolProject: \rjo- Dedessa Irrigation Fcaisibilty Study GWUmasI): Nil Site: Borrow (Manbo site) MBTP1 I 70 Easting(m): Northing(m): Elvevtion(m) 250341 Pit No: Depth(m): 938153 1370 Depth W.OO Graphic symbol Soil Description Sample type Remark £>.-30 -“Ap' Soft, brown organic clay with grass and plant root Firm to stifT, brownish to red, moist (at the top) clay with some silt + Dense, reddish brown (with black spots of weathered BASALT) Sample D- disturbed II Block Pt-plastic bag(lkg) P2-plattlc bag(25kg) g Qu-1 ■connaed compress 'tretth in kg on Pl-Plastic index SS-Soil SxmbcJ 134Project: Arjo- Dedessa Irrigation Feaisibilty Study Site: Borrow (Manbo site) Pit No: MBTP2 Depth(m): 1.45 GWL(masl): Nil Easting(m): 250538 Northing(m): 938171 Elvevtion(m) 1377 > Depth Graphic W.ooL8*^♦ 01. 0.20 tr —* . “t — ♦— Soil Description Sample Remark type + ' \+\ y \+< ' \+x Soft, brown organic clay with grass and plant root Dense, yellowish brown silty sandy gravel with boulders of BASALT Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) 135Project: Ago- Dedessa Irrigation Feaisibilty Study Site: Borrow (Maribo site) Pit No: MBTP3 Depth(m): 1.50 GWL(masl): Easting(m): Northin g(m): Elvevtion(m) Nil 250547 938043 1376 Depth Graphicl symbol Soil Description Sample Remar type I 0.20 + - Soft, brown organic clay with grass \ and plant root____________________ + +- + Firm to stiff, brownish to red, moist (at the top) clay with some silt ^ federa/^. Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) %v \\ Q ^ onflned compressive u= nc stregth in kg/cm £ I PI=Plastic index <?// SS=Soil Symbol 136Project: Aijo- Dedessa Irrigation Feaisibilty Study Site: Borrow ( Maribo site) Pit No: MBTP4 Depth(m): 1.70 GWL(masl): Nil Easting(in): 250413 Northing(m): 937951 Elvevtion(m) 1364 Depth Graphic 0 (■tf.oo T11? ! r o.i5 Soil Description Sample Remar type +- Soft, brown organic clay with grass and plant root Firm to stiff, brownish to red, moist (at the top) clay with some silt i.od n I iscj ra I 1.70 Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) 137Project: Site: Pit No: Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Maribo site) MBTP5 Depth(m): 2.40 GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 250669 937970 1367 Depth Graphic symbol Son Description Sample type Remark Soft, brown organic clay with grass and plant root +- + + Firm to stiff, brownish to red, moist (at the top) clay with some silt and with some plant root at the top Dense, reddish brown silty sandy gravel (weathered BASALT) Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) (J neon fin cd compressive stregth in kg/cm co I', PI=Plastic index C I; SS=Soil Symbol 138Project: Site: Pit No: Depth(m): Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Maribo site) MBTP6 2.20 GWL(masl): Easting(m): Northing(m): Elvevtion(m): Nil 250190 937940 1373 Depth Graphic (■^opl Soil Description Sample Remark ♦ Soft, brown organic clay with grass and plant root — +■ + — - — +- Firm to stiff, brownish to red, moist clay with some silt + — + — - Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu=(Jnconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 139Project: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Maribo site) MBTP7 GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 250006 937912 1357 Soil Description Sample Remar type J V Firm to stiff, brownish to red, moist (at the top) clay with some silt and plant root at the top Dense, reddish brown silty sandy gravel (weathered BASALT) j r j j: j r j" J J j: j: j: Site: Pit No: Depth(m): 1.30 Depth Graphic (■tf.oo ^ymb2l l l_± I f +-i p\ \ \ k \ +4 X I KJ Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu=L’nconfined compressive stregth in kg/cm PI=Plasric indei SS=Soil Symbol 140 kJAr%> lrr*gM»<n f4L>a<»S«)ty >hwt\ v»~.w Munbo <ifo MWTFW J 10 Prpth '-WOO. < »r »phk’ • > mboi l 'JO J 1CK >•**«• «<h hU« It U *U it 11 i> I . <Hy <*UXM r ****<♦ Ar*** Aftf I * * B l*»*MHt** f <t>«»A< W**h. wt>* t *m>«<i «4 +-——-------------------------------------------------------------— t J. ’<*• m *•* ♦< H »♦«•«»* !*» M* ***** ww> *'*T VH* •* *•«*> 1► miM pwt 4 •**4> W«M> S»t AwHm V*» o _ .A, ___ _—^^4 ah 1 f<*quiAi > _______ -* im • > •M I MOU ri -M f •v «* *«H|4 **K '**«».*'• »*«' 1**1 tf v Ullih *k IM (•»»» <N‘>n\ taxiaBufs <K«v *m«»uProject: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Maribo site) MBTP9 Depth(m): 2.70 GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 250154 938202 1358 Depth 0.15 Graphic symbol Soil Description Soft, brown organic and plant root Sample Remark typ ^ e clay with grass 4- - + + +- + Firm to stiff, brownish to red, clay with some silt and plant roots at the top + Dense, reddish brown (with black spots of weathered BASALT) silty sandy gravel Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu-Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 142Project: Arjo- Dedessa Irrigation Feaisibilty Study Site: Borrow ( Maribo site) Pit No: MBTP10 Depth(m): 2.20 GWL(masl): Nil Easting(m): 250171 Northing(m): 938227 Elvevtion(m) 1366 Depth Graphic ('tf.oo symbQl Soil Description Sample Remark tv^e 0/10 ' Soft, brown organic clay with grass and plant root °™l >1 1 Firm to stiff, brownish to red, moist (at the top) clay with some silt and plant roots at the top Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu-Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 143144Project: Site: Pit No: Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP1 Depth(m): 1.10 GWL(masl): Easting(m): Northing(m): Elvevtion(m): Nil 244382 935180 1415 Depth ii&oo Graphic symbol Son Description Sample Remark > Soft, brown light in weight, silty Z 0.25 =-^-— CLAY with grass roots Nk________ Jz. 1.10 Firm to stiff, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu=Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 144Project: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP2 Depth(m): 1.10 GWL(masl): Easting(m): Northing(m): Elvevtion(in): Nil 244344 935313 1421 Depth Graphic Son Description___________ Sample Remar symbol Soft, brown light in weight, dry, silty CLAY with grass roots 0.90 1.10 Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu-Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil SymbolProject: Aijo- Dedessa Irrigation Feaisibilty Study Site: Borrow (Ate) Pit No: ATEB TP3 Depth(m): 230 GWL(masI): Easting(m): Northing(m): Elvevtion(m): Nil 244256 935489 1416 Depth WtQO 0.20 Graphic symbol Son Description___________ Soft, brown light in weight, silty CLAY with grass roots Firm to stif, red, dry to moist, CLAY with roots Sample type Remark ---- 2-30 Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu=Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil SymbolProject: Aijo- Dedessa Irrigation Site: Pit No: Feaisibilty Study Borrow (Ate) ATEB TP4 Depth(m): 1.00 GWL(masl): Easting(m): Northing(m): Elvevtion(m): Nil 244395 935567 1415 Depth ll&OO OriO Graphic symbol Soil Description___________ Soft, brown light in weight, silty CLAY with grass roots Firm to stiff, red, dry to moist, CLAY with roots Sample Remark Sample D- disturbed H-Block Pl-plasric bag(2kg) Pl-plasric bag(25kg) Qu Cnconfined compressive stregth in kg/cm PI=Plastjc index SS=Soil Symbol 147Project: Site: Pit No: Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP4 Depth(m): 1.00 GWL(masI): Easting(m): Northing(m): Elvevtion(m): Nil 244395 935567 1415 Depth ii&oo. o.-io Graphic symbol SoU Description__________ Soft, brown light in weight, silty CLAY with grass roots Firm to stiff, red, dry to moist, CLAY with roots Sample Remark 1.00 Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu—Unconfincd compressive stregth in kg/cm PI*=Plastic index SS=Soil Symbol 147Project: Arjo- Dcdessa Irrigation Fcaisibilty Study Site: Borrow (Ate) Pit No: ATEB TPS Depth(m): 1.00 Depth Graphic symbol GWL(masl): Nil Easting(m): 244476 Northing(m): 935478 Elvevtion(m): 1417 ------------- \p- Xp--------- TJ, Son Description____________ Soft, brown light in weight, silty CLAY with grass roots Firm to stiff red, dry, CLAY with roots Sample Remark ty2£ 1.10 Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) 148Project: Aijo- Dedessa Irrigation Feaisibilty Study Site: Borrow (Ate) Pit No: ATEB TP6 Depth(m): 2.50 GWL(masl): Nil Easting(m): 244521 Northing(m): 935350 Elvevtion(m): 1416 Depth U&gg Graphic symbol 0;2G A Son Description____________ Soft, dark brown light in weight, dry, silty CLAY with grass roots Sample type—j Remark » ft2 Firm, red, moist, CLAY with roots ■ • Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu Unconfined compressive slregth in kg/cm PI=Plastic index SS=Soil Symbol 149Project: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP7 Depth(m): 2.90 GWL(masl): Easting(m): Northing(m): Elvevtion(m): Nil 244545 935192 1409 Depth W Graphic symbol - - ------------ Sample Remar type _ □l£ Soil Description__________ Soft, brown light in weight, silty CLAY with grass roots OM 1° “jF Firm to stiff, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu=Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 150Project: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP8 GWL(masl): Easting(m): Nil 244158 Depth(m): 1.80 Northing(m): 935280 Elvevtion(m): 1426 Remark * Graphic symbol -- • Depth (I W.oo bbb Son Description____________ Soft, brown light in weight, silty CLAY with grass roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample type Sample D- disturbed Qu-Unconfined compressive H-Block s Pl-plastic bag(2kg) PI-PI P2-plastic bag(25kg)Project: Aijo- Dedessa Irrigation Feaisibilty Study Site: Borrow (Ate) Pit No: ATEBTP8 Depth(m): 1.80 GWL(masl): Nil Easting(m): 244158 Nortbing(m): 935280 Elvevtion(m): 1426 Depth I'Woo Graphi symbol Soil Description_________ Soft, brown light in weight, silty CLAY with grass roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample Remark type Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu-Unconfined compressive stregth in kg/cmProject: \G<> rvde«.i (rngshon Fesmbdty Study Florrow (Ate) atib rr» Fasfingtrn): Northingtai): tlv«vfloa<iD): NO 2-U*H tjsjr* I42« Depth Graphic '&(ooH"’bo1. &.25 1 in Soil Description____________ Soft, brown light In weight, silty CLAY with grass roots Firm to idff red, dry Co moist, CLAY with rooti Dense, reddish brown to grey, gravely SAND (decomposed BASALT Samplei Remark type | >44iph D h swa Fl pUiih. B441 N pu>iK I44CU4/ is:J J J Project: Site: Pit No: Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP 10 Depth(m): 1.35 GWL(n>asI): Easting(m): Northing(m): Elvevtion(m): Nil 244030 935205 1426 J Depth Graphic Soil Description___________ Sample type Remark symbol Soft, brown light in weight, silty CLAY with grass roots O.M Soft to firm, red, dry to moist, ±r2D CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT 'J Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu’t "confined compressive 'fregth In kg/cm Pl-Plastic index SS-Soil Symbol 153Project: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP11 Depth(m): 1.80 GWL(masl): Easting(m): Northing(m): Elvevtion(m): Nil 242700 933750 1442 Depth Graphic symbol Soil Description_____________ Sample type Remar q.m pi 1 ±t5D Soft, dark brown, light in weight, f > silty CLAY with grass roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed Sample D- disturbed H-Block PI-plastic bag(2kg) P2-plastic bag(25kg) & Unconfined compressive c i Stregth in kg/cm g7 PI=Plastic index q"* /' SS=Soil Symbol 154155Project: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP14 : 1.20 GWL(masl): Nil Site: Pit No: Easting(m): 242329 Depth(m) Northing(m): 933554 Elvevtion(m): 1455 Depth Graphic Son symbol Description___________ Sample Remark type __ Soft, brown light in weight, silty 0^5 CLAY with grass roots — Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plasric bag(2Skg) Plastic index •§>^=Soil Symbol 156Project \q»v [Vtle«a Irrigation F*a«<ib«lty Study Site Borrow f Ate) Pit No \Tf B TPI6 Bep<h< m) I I < GWL(om«D: Nil Fasdnglm): M4T75 Nnrthingim): Flvevflont m): I.WO Depth Graphic I'fttool 'Vlnbl' Soil Description Sample Remark typ* ♦ X K — - — k —• — — — Soft. dark, light In weight, silty CLAY (organic) with grass roots Soft to firm, red, dry, tn moist. < LA Y with root* Dense, yellowish brown to grey, gravely S \N1) (decomposed H VS Kl IProject: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP17 Depth(m): 1.50 GWL(masl): Easting(m): Northing(m): Elvevtioo(m): Nil 245133 935500 1386 Depth Graphicl symbol Soil Description Sample Remark —0.20l+-+- ±750 Soft, brown, dry, silty CLAY with grass roots Firm to stiff, brownish red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Qu Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 158Project: Site: Pit No: Aijo- Dedessa Irrigation Fcaisibilty Study Borrow (Chew) CBTP1 Depth(m): 1.00 GWL(masl): Easting(m): Northing(m): Elvevtion(m): Nil 244204 938980 1357 'W””“ Depth Graphic Soil Description Lid FI ~P>" Sample Remark type Soft, brown dry, silty CLAY with roots Firm, red with few dark spots, silty CLAY Dense, brownish grey, gravely \ SAND sandy GRAVEL federal Sample D- disturbed H-Block Pl-plastic bag(2kg)" P2-plastic bag(25kg) Qu—Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 159Project: Arjo- Dedeasa Irrigation Feaisibilty Study GWUma»O: Easting(m): NU Site: Borrow (Chew) 244014 Pit No: CBTP2 Northinffm): I)epth(m): 1.15 Elvevtion(m): 93M95 1361 Depth pbioo A1C | Graphic ] symbol Soil Description Sample type Remark ' -F - Soft, brown, dry, silty CLAY with \ rood m n. 1 It t-Z££- £££< Fl Firm to stiff with few dark spots, silty CLAY A . OO t — Dense, brownish grey, gravely SAND sandy GRAVEL '4<npk l> duturbcd II Bkxk Hl philk ba^lh^l P2 pUitK bagGShg) UrtftM aQv ri-ru»cK ifeki SS-ScmI 'vaihotProject: Site: Pit No: Ajjo- Dedessa Irrigation Feaisibilty Study Borrow (Chew) CBTP3 Depth(m): 2.10 GWL(masl): Easting(m): Northing(m): Elvevtion(m): Nil 243815 938862 1373 Depth Graphic Son Sample Remark w symbol T--------- Description___________ Soft, brown dry, silty CLAY with type roots jad Fl Firm to stiff with few dark spots, silty CLAY ^40 Dense, brownish grey, gravely Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) Unconfined compressive stregth in kg/cm m £l*Plastic indei ^S=Soil Symbol 161Project: Site: Pit No: Aijo- Dcdessa Irrigation Feaisibilty Study Borrow (Chew) CBTP4 Depth(m): 3.25 GWL(masl): Easting(m): Northing(m): Elvevtioii(in): Nil 243614 938802 1386 Depth Graphic symbol -+- Son Description____________ Soft, brown , dry, silty CLAY with Sample type Remark OrOS roots -+ Firm, red, moist, silty CLAY +- + - - +- Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic big(25kg) Qu=Unconfined compressixe 1 stregth in kg,cm jP I “Plastic index jSS^Soil Svmbol 162Project: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Chew) CBTP5 Depth(m): 1.85 GWL(masl): Easting(m): Northing(m): Elvevtion(in): Nil 243555 938642 1387 Depth Ot3O Graphic symbol Sample type Remark C p t-z-z+v Soil Description ____________ Soft, brown dry, silty CLAY with roots 4- :<+: r-~- Firm to stiff, dry, silty CLAY 4- + ----- trTS 1.85 Dense, brownish grey, gravely y SAND sandy GRAVEL Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) I Qu-Unconfined compressive stregth in kg/cm PI=Plastic index SS=*Soil Symbol 163Project: Arjo- Dedessa Irrigation Fcaisibilty Study Borrow (Chew) GWL(masI): Easting(m): Nil Site: 243751 Pit No: CBTP6 Depth(m):1.90 Northing(m): Elvevtion(m): 938658 1389 Depth fo9.00 Graphic symbol son Description___________ Soft, brown dry, silty CLAY with organic matter Stiff, red dry, to moist, silty CLAY with roots Dense, grey, gravely SAND sandy GRAVEL Sample Remark jype < «cni Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) \\ Qu=Unconfined compressive stregth in kg/cm v PI=Plastic index ® | SS«Soil Symbol r 164Project: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Borrow (Chew) CBTP7 Depth(m): 1.00 GWL(m*sl): Easting(m): Northing! in): Eivevtion(m): Nil 243840 938755 1375 Depth Graphic symbol Soil Description___________ Soft, brown dry, silty CLAY with roots Stiff, reddish brown, dry, silty CLAY Dense, grey, gravely SAND sandy GRAVEL Sample Remark Sample D- disrarbed H Block Pl-plasoc bagflkg) P2-plastic bagflSfcfc) Qu Unconfined compressise w str eg th in kg/cm Pl=Plastic index SS=Soil Symbol 165Simple 0- disturbed Il-Block Pl-plistic big(2kg) P2 -pintle baj*(25kg> 166i: 167Project: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Spillway SPTP1 Depth(m):2.00 GWL(masl): Easting(m): Northing(m): Elvevtion(m): Nil 242486 941794 1379 Depth Graphic symbol Son Description Sample Remark Soft, dark, expansive silty CLAY Soft to firm, reddish brown, sandy silty CLAY Sample D- disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(2Skg) Qu Unconfined compressive stregth in kg/cm PI=Plastic index SS=Soil Symbol 168Project: Aijo- Dedessa Irrigation Feaisibilty Study Site: Spillway Pit No: SPTP2 Depth(m):4.00 GWL(masl): Nil Easting(m): 242447 Northing(m): 941841 Etvevtion(m): 1378 Depth Woo Graphic symbol Son Description Sample type Remark -z«-± Soft, dark, expansive silty CLAY -±2X± 2.00 Dense yellowish to grey, friable, sandy GRAVEL (decomposed trachy BASALT) 4.00 K\\ x )Y \ V Sample D-disturbed H-Block Pl-plastic bag(2kg) P2-plastic bag(25kg) H Q /\ / \ stregth in kg/cm // * // 'x. C* Unconfined compressive IfCD § I \ x5?=Plastlc inde« | XT ®$S=Soil Symbol ---------------------------------------- -A'p* / .?/----------------------------- -------- |^2 169THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix E: Laboratory Test Results May 2007 WATER WORKS DESIGN & SUPERVISION ENTERPRISE IM ASSOCIATION WITH IMT^RC'JNTIMENTAI SOMSUITAHTS AMO TECHMOCRA S « •>}! i P’/f P.O Box 2561. Addis Ababa Ethiopia Tel (251 )l 614501 631890 Fax (1251)1 61 5371 E-mail w w d s eatelecom net et «i: ____________________ Materials Testing & Foundation Investigation Department________________ El 40036 » 420800, 423366, 420616, 420601 FAX (251-1) 420153, 400621 PROJECT EE T6-074/98 FINAL LABORATORY TEST RESULT REPORTLocation of Bore hole Depth In (m) Specific gravity ^raln size distribution Gravel Alter berg limit SanB Linear shlnkaae Compaction <)MC MDh Permeability C Shear strength —P7-------- r- - Di IB TP 8 0.20 1.00 kg/mj Remarks KN/m2 KN/m2 DEGcJ=-r DUB TP 9 0.85 1.45 DUB TP 10 0.20 2 60 DUB TP 1 1 O 20 2.10 1420 DUB TP 12 MBTP1 0.20-1.40 66 80 MBTP3 MBTP4 MBTP5 72 60 67.30 O 30 1.70 MBTP7 0.70 1.30 64.62 61.10 MBTP8 0.20-1 90 71.30 MDTP9 0 15 J 80 65.80 MBTP10 1.10 2.20 64 00 OB TP 1 OP TP 2 OB TP 3 Note:- 2. Sand Samples 0 90 1.10 0.90 1 30 The necessary graphs and data sheets for Grain size distribution, Tiiaxial, Compaction and consolidation tests aic attached hcicwith3. Rock Samples N’ Location of Bore hole Depth in (m) Porosity (%) Unit weight ( Kg/m ) s Water absorption (%) Specific gravity Point Load ( KN/m | 2 Unit weight ( kg/m ) 2 UCS (KN/ra2| Abrasion (%) Soundness (%) Organic content Dry SSD 'f Loose field dense 'f R.Density 1 ADI 11.63'11.93 360 342 - 2 ADI 12 75 12.88 797 822 3 ADI 13.58 13.70 964 920 28480 4 ADI 17 16 17 30 420 372 16800 3 19 5 AD2 1 1 80 12.00 736 846 24380 • 6 AD2 16.18 16 30 844 732 23122 • 7 AD2 23 30 23.50 634 680 26720 4 14 8 AD2 25.25 25.35 962 842 22236 - 9 AD2 36 65 36.92 840 726 31120 • 10 AD3 13.55 13 68 970 840 27542 - 11 AD3 21 80 22.13 622 570 92182 - 12 AD3 24 30 24 90 1455 1380 36376 2 16 13 AD3 27.10 27.23 703 690 21082 - 14 AD3 30 73 31.10 923 870 27690 - 15 AD4 13 10 13.26 - 25264 - 16 AD4 17 15 17.35 876 724 28032 - 17 AD4 1600 16.10 932 866 21015 - 18 19 AD4 21 30 21.47 - 31436 - AD4 27 52 27.75 - 25220 3 24 20 21 AD5 21 50 21 63 832 880 26340 ADS 16.55 16.63 640 736 24936 • 22 AD5 34 70 34 85 740 620 22540 23 AD5 40 75 40.90 936 843 20420 24 25 AD5 41 18 41.33 713 684 29346 - AD5 39.40 39.50 618 723 28139 26 27 AD5 38 00 38.08 1 120 932 31342 2 26 AD51 16 78 16.92 24 136 - 28 AD5I 836 724 22340 29 AD5I 16 60 16 78 22 70 23.43 19136 • 30 AD52 20.40 20 67 64356 31 AD52 20.40 20 67 1287 1124 59136 32 33 CRQ 1/5 - 4 24 2780 1 76 32 BRQ 1/2 I 3 26 2742 1 24 2 76 2 72 31 2 78 2 41 Tested by Gelachew and Mulu Dale 30/07/06 Checked by Abraham Assefa Dale - 30/07/06 Approved by DaleW.O/Proj. No Date T6-O74/98 30/09/98 Sample ID: l Gs-6/98/815 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay TP/BH ATB TP1 Depth (m) 0.25-0.85 GRAIN SIZE DISTRIBUTION |Specific gravity | 2.70 ] Grain Size (mm) Tested by: Date .* Tsiqe Teka Approved Date by ; 3/10/98 Checked by: Date: Abraham Assefa 9/10/98W.O/Proj. No Date T6-074/98 30/09/90 |Sample ID: | Gs-6/98/81? P.O. Box 40036 Tel 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay GRAIN SIZE DISTRIBUTION TP/BH Depth (m) AT0TP2 0.20-0.9 [Specific gravity | 154 ] I Grain Size (mm) Tested by: Date : Checked by: Date: Tsiqe Teka 3/10/98 Abraham Assefa 9/10/98W.O/Proj. No Date T6-O74/90 30/09/98 Sample ID- Gs-6/98/818 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay TP/BH ATB TP 6 Depth (m) 0.20-2.4 ________________ _____________ GRAIN SIZE DISTRIBUTION I Specific gravity I 2.54 | Grain Size (mm) Tested by: Date : Checked by: Date: Tsiqe Teka 3/10/98 Abraham Assefa 9/10/98W.O/Proj. No Date T6-074/98 30/09/98 Sample ID: Gs-o/98/819 P.O. Box 40036 Tel. 420616^20601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study - Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay TP/BH ATB TP 7 Depth (m) 0.3-1.80 GRAIN SIZE DISTRIBUTION |specific gravity 2.54 ■> Grain Size (mm) Tested by: Date : Checked by: Date: Tsiqe Teka 3/10/98 Abraham Assefa 9/10/98rv *<c Date 3arx e C P 0 001 400JS Til 42061«-<20«01 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION OEPARTEMENT protect Ar|o • Deets* Irrigation Feasibility study Client Ministry Of Water Resources Location Arjo • Cedesu Description Red to brown silty clay rP'SH Oepth mj a’3 i 3 30-0 SO MiaiflMTlQN Specific gravity _ m ; J ww(V .-J . | .MfW | Vietiiwn J ►•nn | Sat lire I ?av ten Sand Size Fine Grained « ---- - - - «—................ k—------------- ,----- Gram Size (mm) tested by flifle FfMJ Oate Xlfl/M Cheched by Apr Ab^rn A jjetj Date 1/11/11W.O/Proj. No Date T6-074/98 30/09/98 Sample ID: i Gs-6/98/840 CON1TWUCTION OBeiaN »Co P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay with little sand 1 TP/BH Depth (m) ATB TP 10 1.25-1.20 GRAIN SIZE DISTRIBUTION 4 | Specific gravity | 2.69 Grain Size (mm) J Tested by: Gize work kiber Approved by : Date : 9/10/98 Date Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 Sample ID: Gs-6/98/841 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay TP/BH Depth (m) ATBTP 11 0.20-1.50W.O/Proj. No Date T6-074/98 30/09/98 Sample ID: Gs-6/98/842 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa brown silty clay TP/BH Depth (m) ATBTP 12 0.20-1.90 GRAIN SIZE DISTRIBUTION |Specific gravity | Cobbl® Gravel Size Sand Size Fine Grained Coarse | Mldium | Fine Coarse | Medium | Fine Silt Size | Clay Size Tested by: Gize work kiber Approved by : Date : 9/10/98 Date : Checked by: Abraham Assefa Date: 13/10/98I W.O/Proj. No T6-O74/9Q Date 30/09/98 construction dbsic»n sc<>. |Sample ID: | Gs-6/98/843~ P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Brown silty clay with little sand TP/BH ATB TP 16 Depth (m) 0.10 -1.30 GRAIN SIZE DISTRIBUTION |Specific gravity | 2.8541 W.O/Proj. No Date T6-074/98 30/09/98 Samole ID- Gs-6/99/844 | iPNarwucnoN oi»?QN sco"' P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: _______________ Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay with little sand GRAIN SIZE DISTRIBUTION TP/BH atb tp 17 Depth (m) 0.2-1.10 |Specific gravity | 2.69_____ | Grain Size (mm) Tested by: Gize work kiber Date : 9/10/98 Checked by: Abraham Assefa Date: 13/10/98 Approved by : DateW.O/Proj. No T6-074/98 Date 30/09/98 [Samole ID: Gs-6/98/849 | ZZZ----------1 CON1TWUCT1ON oaaiGN BCo. P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay with Some sand TP/BH Depth (m) CHB TP1 0.1 -0.9 GRAIN SIZE DISTRIBUTION | Specific gravity | 2.76 ] Tested by: Girma Menqesha Approved b Date : 9/10/98 Date Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 Sample ID: > Gs-6/98/85 1 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Description: Arjo - Dedessa Red to brown silty clay TP/BH CHB TP 3 Depth (m) 0.3 -1.9 GRAIN SIZE DISTRIBUTION [specific gravity | 2 78 Cobble Gravel Size Sand Size Fine Grained Coarse | Midlum | Fine Coarse ] Medium [ Fine Silt Size | Clay Size 0 000^ Grain Size (mm) Tested by: Girma Menqesha Approved by : Date : 9/10/98 Date Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No T6-0 74/98 Date [Sample ID: I 30/09/98 Gs-6/98/852 coNBTRucnoN oeeiaN P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay TP/BH Depth (m) CHB TP 4 0.25-3.25 GRAIN SIZE DISTRIBUTION [specific gravity | 2.75 Grain Size (mm) Tested by: Date : Checked by: Date: Girrna Menqesha 9/10/98 Abraham Assefa 13/10/98 Approved by : DateI E W.O/Proj. No Date T6-074/98 30/09/98 c ONITRUCTION D«1ICN •yuiicj Sample ID: 1 Gs-6/98/853 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay with little sand TP/BH Depth (m) CHB TP5 0.2-1.75 GRAIN SIZE DISTRIBUTION |Specific gravity | 2.79 ~| Tested by: Girma Mengesha Approved by : Date : 9/10/98 Date Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 Samole ID: Gs-o/98/854 | P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay with little sand TP/BH CHB TP 6 Depth (m) 0.3 -1.3 GRAIN SIZE DISTRIBUTION |specific gravity 1 |W.O/Proj. No T6-0 74/98 Date 30/09/98 Sample ID: Gs-6/98/855 P.O. Box 40036 Tel. 420616-120601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay with little sand TP/BH Depth (m) CHB TP 8 0.4-1.3 GRAIN SIZE DISTRIBUTION |Specific gravity | 2.76 | Tested by: Girma Menqesha I Date : 9/10/98 Checked by: Abraham Assefa Date: 13/10/98[ W.o/Proj. No T6-O74/98 Date_______________30/09/98 |Sample ID: | Gs-6/98/856 P.O. Box 40036 Tel. 420616-420601 FAX (251 -1 ] MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT 53 project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay with little sand TP/BH CHB TP 9 Depth (m) 0.2-1.6 _______________ ____________ GRAIN SIZE DISTRIBUTION [specific gravity | 2.75 ] Cobble Gravel Size Sand Size Fine Grained Caarse | Mldium | Fine Coarse | Medium | Fine Silt Size | Clay Size 100 10 1 01 0.01 0.001 0 0001 Grain Size (mm) Tested by: Girma Menqesha Date : 9/10/98 Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 |Sample ID: Gs-6/98/833 P.O. Box 40036 Tel. 420616^420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay with little sand TP/BH Depth (m) DHBTP1 1.70 GRAIN SIZE DISTRIB UTION | Specific gravity I 2.69 | Cobble Gravel Size Sand Size ______Fine Grained Coarse | Miaium | Fme Coarse | Meflium | Fine Silt Size Grain Size ( mm) 0 0001 Tested by: Gize work kiber Date : 9/10/98 Approved by : Date : Checked by: Abraham Assefa Date: 1/0/00i: i: i: i: [W.O/Proj. No T6-07^9B Date zaos'oa ISamoie ID: I G5-6,'96.’834 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT 53 project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay with little sand TP/BH dhptp 3 Depth (m) 1.20 - 1.50 __________________________ GRAIN SIZE DISTRIBUTION I Specific gravity I 2.a |W.O/Proj. No T6-074/98 Date 30/09/98 [Sample ID: | Gs-6/98/835 | P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Description: Red to brown silty clay with some sand TP/BH Depth (m) DHBTP S GRAIN SIZE DISTRIBUTION |Specific gravity | 2.69 Tested by: Gize work kiber 9/101998 Approved by : Date : Date Checked by: Abraham Assefa Date: 13/10/98Iw.o/Proj. No T6-074/9fl 0^ Date 30/09/93 [Sample ID: Gs-6/98/839 aoNSTwoCTio* P.O. Box 40036 Tel. 420616-120601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay TP/BH Depth (m) DHBTP9 0.25 - 1.30 GRAIN SIZE DISTRIBUTION [Specific gravity | 2.69 j Tested by: Date : Checked by: Date: Gize work kiber 9/10/98 Abraham Assefa 13/10/98 Approved by : DateW.O/Proj. No Date T6-074/98 30/09/98 ISample ID? Gs-6/98/840 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay with little sand TP/BH Depth (m) DHBTP10 1.25 -1.20 GRAIN SIZE DISTRIBUTION |Specific gravity | 2.69 | Grain Size (mm) Tested by: Gize work kiber Approved by : Date : 9/10/98 Date Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No T6-074/98 Date 30/09/98 I Sample ID: | Gs-6/98/a4i | P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT - project Arjo - Deessa Irrigation Feasibility study • Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay TP/BH DHBTP11 Depth (m) 0.20 - 1.50 GRAIN SIZE DISTRIBUTION _• |Specific gravity | 2.69 | Tested by: Date : Checked by: Date: Gize work kiber 9/10/98 Abraham Assefa 13/10/98 Approved by : DateW.O/Proj. No T6-074/98 Date 30/09/98 ISample ID: | Gs-6/98/842 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa brown silty clay » TP/BH Depth (m) DHBTP12 0.20 -1.90 GRAIN SIZE DISTRIBUTION |speciflc gravity .» i < Tested by: Gize work kiber Approved by : Date : 9/10/98 Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 Sample ID: Gs-6/98/821 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Dark brown silty clay with some sand TP/BH Depth (m) MB TP 3 0.20-1.50 GRAIN SIZE DISTRIBUTION [specific gravity | 2.52 ] Grain Size (mm) Tested by: Mulu Beyene Approved by : Date : 9/10/98 Date : Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 ^CEfei: [Sample ID: Gs -6/98/822 /-*------------ J GObj»TlR«-»CT1O'M DBSION »Co P.O. Box 40036 Tel. 420616-420601 FAX (251-1) MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT 42 01 53 project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Description: Arjo - Dedessa Red to brown silty clay with some sand TP/BH Depth (m) MBTP4 0.15-1.70 GRAIN SIZE DISTRIBUTION [specific gravity J 2.64 Cobble Gravel Size Sand Size Fine Grained Coarse | Midium | Fine Coarse | Medium | Fine _ Silt Size ~| Clay Size Grain Size (mm) Tested by: Date : Checked by: Date: Mulu Beyene 9/10/98 Abraham Assefa 13/10/98/ 0= W.O/Proj. No T6-074/96 Date_____________ 30/09/98 [Sample ID: Gs-o/98/823 CONBTWUCT1ON DBBION MCo. P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay TP/BH Depth (m) MPTP5 0.30-1.70 ___________________________ GRAIN SIZE DISTRIBUTION |Specific gravity | 2.64 ] Tested by: Date : Mulu Beyene 9/10/98 Checked by: Date: Abraham Assefa 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 [Sample ID: I Gs-a/98/82^ P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay with some sand TP/BH Depth (m) MBTP7 0.70-1.30 GRAIN SIZE DISTRIBUTION Specific gravity 2.64 Tested by: Mulu Beyene 9/10/98 Approved b^ Date : Date Checked by: Abraham Assefa Date: 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 [Sample ID: Gs-6/98/825 | P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown clayey silt with little sand TP/BH Depth (m) MBTP8 0.20-1.90 GRAIN SIZE DISTRIBUTION |Specific gravity | 2-64 ~~| Cobble Gravel Size Sand Size Fine Grained Coarse | Midium | Fine Coarse | Medium j Fine Silt Size | Clay Size 0 0001 Grain Size (mm) 3 3 3 3 Tested by: Date : Checked by: Date: Mulu Beyene 9/10/98 Abraham Assefa 13/10/98 Approved by : DateW.O/Proj. No T6-074/96 Date 30/09/98 ILL. [Sample ID: Gs-6/98/826 CON«TWUCT1ON DBBION *Go P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay with little sand TP/BH MBTP9 Depth (m) 0.15-1.00 GRAIN SIZE DISTRIBUTION | Specific gravity | 2.64 | Tested by: Date : Mulu Beyene 9/10/98 Checked by: Date: Abraham Assefa 13/10/98W.O/Proj. No Date T6-074/98 30/09/98 Sample ID: i Gs-6/98/827 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown silty clay with little sand TP/BH MBTP10 Depth (m) 1.10-2.20 GRAIN SIZE DISTRIBUTION | Specific gravity I Cobble Gravel Size Sand Size Fine Grained Coarse | Miaium | Fine Coarse | Medium | Fine Silt Size | C5ay Size Grain Size (mm) Tested by: Mulu Beyene Date : 9/10/98 Checked by: Abraham Assefa Date: 13/10/98P.O. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project Arjo - Deessa Irrigation Feasibility study Client : Ministry Of Water Resources Location: Arjo - Dedessa COMPACTION TEST W.O.No : T6-074/98 Date : 30/09/98 Type of Compaction :- Standard Maximum Dry Density (Kg/m ) 1340 3 Sample No Depth Natural Moisture Content (•/•) Optimum Moisture Content (•/•) AIB TP-3 0.20 - 2.10 5.10 34.89 Dry Density Vs Moisture Content Tested by:- Tsiqe Teka Date:- 09/10/98 Checked by: Abraham Assefa Date:- 13/09/98MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT W.O.No : T6-074/98 Date : 30/09/98 Project Arjo Dedessa Irrigation Feassibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Type of Compaction standard Sample No Depth Natural Moisture Maxim um Dr y Density (Kg/ 3 m) 1486 Optimum Moistur ATBTP-4 0.10-0.80 Content (%) 12.16 e Content (•/•) 36.20 Dry Density Vs Moisture Content Tested by:- Gize work Kibre Date:- 09/10/98 Approved by Date Checked by: Abraham Assefa Date:- 13/10/98MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT W.O.No: T6-074/98 Date : 30/09/98 Project Arjo Dedessa Irrigation Feassibillty study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Sample No ATBTP-5 Depth 0.30-1.10 Type of Compaction :- standard Maximum Dry Density (Kg/m ) 1326 3 Natural Moisture Content (%) Optimum Moisture Content (%) 16.20 38.12 Dry Density Vs Moisture Content Tested by:- Glze work Kibre Date:- 09/10/98 Checked by: Abraham Assefa Date:- 13/10/98MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT W.O.No : T6-074/98 Date : 30/09/98 Project Client : Location: Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa COMPACTION TEST Sample No AIB TP-6 Depth 0.20 - 2.40 Type of Compaction Standard Natural Moisture Content (%) 15.45 3 Maximum Dry Density (Kg/m ) 1273 Optimum Moisture Content (%) 43.00 Dry Density Vs Moisture Content Moisture Content ( Tested by:- Tsiqe Teka □ate:- 09/10/98 Checked by Abraham As sera Date:- 13/10/98 ApDroved by DateMATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT W.O.No : T6-074/98 Date : 30/09/98 Project Arjo - Deessa Irrigation Feasibility study Client : Ministry Of Water Resources Location: Arjo - Dedessa COMPACTION TEST Type of Compaction :- Standard 3 Maximum Dry Density (Kg/m ) 1214 Sample No Depth Natural Moisture Content (%) Optimum Moisture Content (%) AJB TP-7 0.30 - 1.80 18.34 43.50 Dry Density Vs Moisture Content Tested by:- Tsiqe Teka Date:- 09/10/98 Checked by: Abraham Assefa Date:- 13/10/98 Approved by DateP 0. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVESTIGA T1CN DEPARTMENT WO. No □ate 76-074.98 03/10/98 Project Arjo - Deessa Irrigation Feasibility study Client . Ministry Of Water Resources Location: Arjo * Dedessa COMPACTION TEST Description:- Type of Compaction - Standard Sample No Depth (mj Natural Moisture Content »» ATBTP9 0.25 -0 30 38 3 Maximum Dry Oensity (Kg/m ) 1360 Optimum Moisture Content <%/ 35 X Dry Density Vs Moisture Content Tested Dy - Gize *ork Kibre Date • 09/10/96 Checked Dy ADerham Asseta Date - 1110/96 Approved by . □ate . -------P.O. Box 40036 Tel. 42 06 13-16 MATERIALS TESTING AND FOUNDATION 46 FAX (251-1)42 01 53 INVESTIGATION DEPARTMENT W.O.No : T6-074/98 Date : 30/09/98 Project Arjo Dedessa Irrigation Feassibility study Client : Ministry of Water resource Location: Arjo Dedessa COMPACTION TEST Sample No Depth ATBTP-10 0.75-1.20 Type of Compaction :- standard 3 Maximum Dry Density (Kg/m ) 1322 Natural Moisture Content (•/•) Optimum Moisture Content (•/•) 17.58 39.03 Dry Density Vs Moisture Content Moisture Content (•/•) Tested by:- Gize work Kibre Date:- 09/10/98 Checked by: Abraham Assefa Date:- 13/10/98 Approved by Date ;/ J•* 0 *oi 400M rZ 42 )A 11 M ‘Iff I M fAX (25 1 - 1) 42 01 13 UA’tRUL.1 -ISTING ANO ^QUNOAflQN >NV?5 FIOA TION DFPAHTMFNr /V 0 No r*4J7*9* Oite M/09- 38 **Ofe<? w *U4t.C<' Arjo 0 •<!•««4 Irrigjflon Feasibility 4 turfy Vlruttry Water source Ar|o Oerfeeee 3 ample No Ararp ir Depth 3 20 1 10 “ /pe rf Compaction lUf’diCj W<4.rr'«-m Or/ Ooneity X^/rn i 22MPAuT!QfLmt Uli Natural Moisture Content i%) Optimum Moisture Content %< ffljo 1L« Ory Density Vs Moisture Content - •XI • » » » - ►> ■-—— •» *- ■ -r------- •— - - -r ■u i4Q • /" » »- • * f SflO ► * * * * r * ->/► r ♦> X ~r •- -r *• r* Xx F 11 T*"1—«- ♦- -r L! *- r- ♦ ? p. w a» • » A Wj » X / V <k ■ .*»■ » y* --*-■ ► *- \X k U.—-i ►T 4 « * r y •-- ►-X-f • - -4 »- r * r- *• — • *- - — ♦ — *■— ->-- --r-------». .__ X» ► — ».----#— • • /• -- T--- T - *— -e* X> ii .4 44 *Y •4 Muietu/e Content <%j ’ eeterf !/y Dote CnecAeP fry Date alAJt *2'* Ailtff ULlfl/H *k/f£?Wr A»rff UOIKM Anu* overt by □ete9 0 Bai fel 42 OB ! J-M M 17-ltl 4B 4B Bax (2B1-1) *2 01 53 UATfftlAlS TESTING ANO ^OUNOATION INVE5TIQA PON DEPARTMENT WO.No TB-074<<M Dure J0/09/SB P*O0Cl Client - A/|o irrKj.atJon ^eeinbiUty study Winmfr/ if Njter Resource A/jtj Omleeee 'IQ^PfdCUflfLrCL! r^fejr fiOfrjW fill TMtl'lMl */?• r Campot thin suntUrJ Wo mum Dry Density Ky,m') Flemple No Depth CHBTP I 0.10 0 90 Muturjl Matsture Content (%/ 1J7T Optimum Moisture Content (%| ■' • lil' 0r> O»n«ity V» Vloiatura Contant • • * » • » > r *^. • '• ■ --r ♦ • ♦ » i r • • • • ■ - * •r k-— -^-a- . .. ■ »- •» ■ - -* - - 1 —- • • r* .............f A . ► - . ,. a» s • . Xc • r ♦ ‘ / * t \l • • • . > w • - ♦ ' - - » . -4- — i^--^ • t \> N* _. i I ► ♦ - . • • X*J » - k- - - - *- »• .— '!------------- • rtu • ♦ - • • » 1- : /: *< »A / *■ «. • ♦ • r * • ,-OU • > • ► r - •—• ♦ • T • ♦ -i • • • • W • e - - —♦ - r - • e - •-•• • t- rj ♦• t t ly l\ ■ ■— • •■ — a- ——■ < i* :t P m ji i ' >W 4 • «3 4* Moisture unlenl %/ '••led fry Decs *FWhJ! ChecseO f>r -Mtfihgm *»»•*• Det* ’JCA/Jf Approval fcy Osto 7• ^-CO. P 0 400.14 r«| <2 04 1 J-14 44 17-14 44 44 FAX (251-1) 42 01 53 MATERIALS reSTING ANO FOUNDATION INVESTIGATION DEPARTMENT 1 i i i l i i i i W O No Oete 14-074/44 30/04/44 P*O0Ct C3ent L.jcetlon A<fa Oedeete Irrigation •«eeeibillty ttudy Mime try of Weter Reeaurce Arfo Oedeete CfiM£A£I]flfLIUI lornr* f ill natt(14 • ype W Compaction Mdr*l«rJ Dry Deneity 'Mg/m*) 'Semple No Depth CHBTP-J □ 35 1 JO ’4<]<| Neturel Moieture Content t%i Optimum Mnieture Content (%) L«2 JJ.K Or/ Density V» Moisture Content l ’•*!•<> :>» ■ '"'j **’ u**’ < ,,, Dote i l cr..Hnii'vn !>••• ut?aai iW.O.No : T6-074/98 Date : 30/09/98 Project Arjo Dedessa Irrigation Feassibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Sample No CHBTP-3 Description:- Borrow Fill material Type of Compaction :- standard 1 Maximum Dry Density (Kg/m ) Depth 0.35-1.90 - Natural Moisture Content (%) 5.62 1409 Optimum Moisture Content (%) 33.16 Dry Density Vs Moisture Content Moisture Content (%) Tested by:- Girma Mengesha Date:- 09/10/98 Approved by Checked by: Abraham Assefa Date:- 13/10/98W.O.No : T6-074/98 Date : 30/09/98 Project Arjo Dedessa Irrigation Feassibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Sample No CHBTP-4 Description:- Borrow Fill material Type of Compaction :- standard 3 Maximum Dry Density (Kg/m ) Depth 0.25 - 3.25 1412 Natural Moisture Content (%) Optimum Moisture Content (•/•) 6.13 33.00 Dry Density Vs Moisture Content Tested by:- Girma Menqesha Date:- 09/10/98 Approved byj: Checked by: Abraham Assefa Date:- 13/10/98 iMATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT W.O.No : T6-074/98 Date : 30/09/98 Project Arjo Dedessa Irrigation Feassibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Sample No Depth CHBTP-5 0.20 - 1.75 Type of Compaction standard 3 Maximum Dry Density (Kg/m ) 1331 Natural Moisture Content (%) Optimum Moisture Content (•/•) 8.24 34.50 Tested by:- Girma Mengesha Date:- 09/10/98 Checked by. Abraham Assefa Date:- 13/10/98I P.O. Box 40036 Tel. 42 06 13-16 MATERIALS TESTING AND FOUNDATION 46 FAX (251-1)42 01 53 INVESTIGATION DEPARTMENT Project Arjo Dedessa Irrigation Feasibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Description:- Type of Compaction standard Proj.No : T6-’074/98 Date : .30/09/98 CHB TP 7 Depth ( m) 0.25 -0.80 3 Maximum Dry Density (Kg/m ) 1624 Natural Moisture Content (•/•) Optimum Moisture Content (•/•) 15.24 41.00 Dry Density Vs Moisture Content Tested by:- Getachew Hailer"** Date:- 0033//1100//9988 X Checked bv: Aberham Assefay Date:- 03/10/98W.O.No : T6-074/98 Date : 30/09/98 Project Arjo Dedessa Irrigation Feassibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Sample No Depth CHBTP-9 0-20 - 1.60 Type of Compaction :- standard 3 Maximum Dry Density (Kg/m ) 1422 Natural Moisture Content (%) Optimum Moisture Content (•/•) 8.24 30.00 Dry Density Vs Moisture Content Tested by:- Girma Menqesha Date:- 09/10/98 Checked by: Abraham Assefa Date:- 13/10/98 Approved by :• Date ( 2-Q zzLZz1 * U 400 34 4«* m • : M 44 •/ ’4 4H 14 i»AX <251-1) 42 01 54 tfAfgJlMU 1 rtSfWG ano founoahon invustigahon DBFARTMFNT N O no 'z3lw **nf»r.r A/i<> JmtM44 rr‘QHtk>n P<444lhHit'y <lll(tv CMvM VlnMtv-, »f 4«<>urc« u M 4fkM4 Afft* □hr rpi tf QMP^pQN rev O»pth m» *') 2 *'4 3*44* 'pftofl * t »• >< »it>H tundK u Mutural Moishtr* ont»r>» •v AS Or, *)«*4*ty * Jz*O Optimum Moialur* Zonnmt N Or/ Danaity Va Moiatur* ■. mlonl '••kw kf 4‘f * *4 '.b»< wW ky »•*• lil'VW >r<• 3 <ow WOJ« •* Q H 141 1 7 ”1 l* ui PAX 231-1) 4J 01 n WA'tJtlAil ft.triMQ AXO fQUMOAnON iNVlSriGAPON DIP AR Mf? M T r * j *r> Ar^jw- e CBM L.x 4tl«M1 f A/jn J«d«<ud 'rHgalioH •aawibiiltv <tudy Ministry d Afjlar Wasourr • Ar>» 3««te«4 i MP ‘V >6 ) -»• ‘ K .- r 3rearMChw* r»r W«4<mum Dry )«H«ity Itirdtrl ’HQ Na(iH4l Moisture Oontsot *w. Optimum Moisture ‘ mi two r ‘. Or/ Janwify st Moretut-t Content } .1 c '«• » z /» Mtnstvre ’ MX> fry >r r 'y t <a * ML'YU *4X> UM vyProj.No : T6-074/98 Date : .30/09/98 Project Arjo Dedessa Irrigation Feasibility Study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Description:- Type of Compaction :- Standard 3 Maximum Dry Density (Kg/m ) 1420 DHB -TP11 Depth 0.20 2.10 Natural Moisture Content (%) Optimum Moisture Content (%) 25.72 38.51 Dry Density Vs Moisture Content i iMATERIAL^TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project Arjo Dedessa Irrigation Feassibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST W.O.No: T6-074/98 Date : 30/09/98 MB TP1 Depth 1.20 Description:- Type of Compaction :- standard Natural Moisture Content (%) 3 Maximum Dry Density (Kg/m ) 1660 Optimum Moisture Content (•/•) 14.26 41.00 Tested by:- Getachew Haile Date:- 03/10/98 Checked by: Aberham Assefa Date:- 03/10/98Project Arjo Dedessa Irrigation Feassibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Description:- Type of Compaction :- standard 3 Maximum Dry Density (Kg/m ) 1280 W.O.No : T6-074/98 Date : 30/09/98 MBTP4 Depth (m) 1.00-1.50 Natural Moisture Content (%) 12.02 Optimum Moisture Content (%) A0.12 Dry Density Vs Moisture Content Tested by:- Getachew Haile Date.- 03/10/98 Checked by: Aberham Assefa Date:- 03/10/98P.O. Box 40036 Tel. 42 06 13-16 66 1 r-w 48 46 l4-A6AFAX (251-1)42 01 53 - MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMEN Project Arjo - Deessa Irrigation Feasibility study Client : Ministry Of Water Resources Location: Arjo - Dedessa COMPACTION TEST W.O.No : Date : ,03/10/98 Description:- Type of Compaction standard 3 Maximum Dry Density (Kg/m ) Sample No Natural Moisture Content (•/•) MB-TP 9 4.30 Optimum Moisture Content (%) 24.00 Dry Density Vs Moisture Content Tested by:- Mulu Beyene Date:- 03/10/98 Checked by: Aberham Assefa Date:- 03/10/98 Approved by .1P.O. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project Client : Arjo Dedessa Irrigation Feassibility study Ministry of Water Resource Location: Arjo Dedessa W.O.No : T6-074/98 Date : 30/09/98 MBTP10 Depth( m) 1.10-2.20 COMPACTION TEST Description:- Type of Compaction :- Standard Maximum Dry Density (Kg/m ) 1420 3 Natural Moisture Content (•/•) 15.62 Optimum Moisture Content (•/•) 38.25 Dry Density Vs Moisture Content Moisture Content (%) Tested by:- Getachew Haile Date:- 03/10/98 Checked by: Aberham Assefa Date:- 03/10/98 Approved byW.O.No : Date Project Arjo Dedessa Irrigation Feasibility study Client : Ministry of Water Resource Location: Arjo Dedessa COMPACTION TEST Description Type of Compaction Standard 3 Maximum Dry Density (Kg/m ) 1417 OB TP1 Depth ( m) 1.00-1.50 Natural Moisture Content (%) Optimum Moisture Content (•/•) 19.50 29.30MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo - Deessa Irrigation Feasibility study Pro. N° T 6-'074/98 Client : Ministry Of Water Resources Date 30/097*98 Location: Arjo - Dedessa Test Type: Triaxial UU Object : soil samples SPECIMEN DATA TP/BH NO ATB-7 Sample N* Depth (m) 0.30 -1.80 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 Initial area (mm*) 11.34 Initial volume (cm') 86.18 Initial Weight (gm) 147.34 Bulk density igm/cntf 1.710 Final dry Weight (gm) 113.12 Dry density (gm/cmH 1.313 Moisture content (•/•) 30.25 Specific Gravity Remark P= 1/2 ( Qi+ct3) , q = 1/2(0^03) Chamber press. (KN/m2) («l) 100 200 300 C 0 (Degrees) Deviator Stress , (KN/m2) (a,- a3) 222 278 420 35 19 y = 0.3357x - 34.725 Tested by :• Emebet Workneh Date > '26/06/06 Checked byAbraham Asefa Date > ‘27/06/06MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo-Dedesa Irrigation Feasibility study Pro. N° Client : Ministry of Water Resource Date T6-*074/98 30/09f98 Location: Arj- Dedesa Test Type: Triaxial UU Object : __ . soil samples SPECIMEN DATA TP/BH NO ATB TP-11 Sample hT Depth (m) 0.20 -1.50 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 2 Initial area (mm ) 11.34 1 Initial volume (cm ) 86.18 Initial Weight (gm) 151.24 1 Bulk density (gm/crrr ) 1.755 Final dry Weight (gm) 116.24 1 Dry density (gm/cm ) 1.349 Moisture content (%) 30.11 Specific Gravity Remark P 1/2 (CTj+ q3 ) , q = l/2(CTt-a3) Chamber press. (KN/m2) fo) 100 200 300 C 2 (KN/m ) 0 (Degrees) Deviator Stress , (KN/m2) (<Tt- ®j) 370 623 800 39 27 y - 0.5194x * 39.732 Tested by :• Emebet Workneh Date > '26/06/06 Checked by :• Abraham Asefa Date > '27/06/06MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Arjo - Deessa Irrigation Feasibility Ministry Of Water Resources study Pro. N° Date T6-'074/98 30/09/’98 Location: Arjo - Dedessa Test Type: Triaxial UU Object : soil samples SPECIMEN DATA TP/BH NO ATBTP-12 Sample N“ Depth (m) 0.20 -1.90 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 4 Initial area (mm ) 11.34 4 Initial volume (cm ) 86.18 Initial Weight (gm) 143.92 4 Bulk density (gm/cm ) 1.670 Final dry Weight (gm) 110 4 Dry density (gm/cm ) 1.276 Moisture content (%) 30.84 Specific Gravity Remark P = . 1/2 (Q!+a3) , q = 1/2(0^03) Chamber press. (KN/m2) (03) 100 200 300 C 2 (KN/m ) 0 (Degrees) Deviator Stress , (KN/m2) (a,- a,) 432 882 924 40 30 Tested by :• Emebet Workneh Date > '26/06/06 Checked by :• Abraham Asefa Date > '27/06/06 !MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo - Deessa Irrigation Feasibility study Pro. N° Client : Ministry Of Water Resources Date T6-'074/98 30/09T98 Location: Arjo - Dedessa Test Type: Triaxial UU Object : soil samples SPECIMEN DATA TP/BH NO CHB TP-1 Sample N* Depth (m) 0.10 -0.90 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 2 Initial area (mm ) 11.34 2 Initial volume (cm ) 36.18 Initial Weight (gm) 142.24 2 Bulk density (gm/cm ) 1.650 Final dry Weight (gm) 107.2 3 Dry density (gm/cm ) 1.244 Moisture content (%) 32.69 Specific Gravity Remark P= l/ZCo^Qj) , q = I/ZCqj-Oj) Chamber press. (KN/m2) (a5) 100 200 300 C 2 (KN/m ) 0 (Degrees) Deviator Stress , (KN/m2) (°i- 402 505 818 34 27 y = 0.5204x * 33.809 Tested by :• Emebet Workneh Da te > '26/06/06 Checked byAbraham Asefa Date > ^/06/06 Approywibv i iMATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Pro. N° Date T6-'074/98 30/097*98 Location: Test Type: Arjo - Dedessa Triaxial UU Object : soil samples SPECIMEN DATA TP/BH NO CHB TP-9 Sample N* Depth (m) 0.20 -1.60 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 3 Initial area (mm ) 11.34 3 Initial volume (cm ) 86.18 Initial Weight (gm) 150.98 3 Bulk density (gm/cm ) 1.752 Final dry Weight (gm) 114.2 3 Dry density (gm/cm ) 1.325 Moisture content (%) 32.21 Specific Gravity Remark P= 1/2 ( a,q3 ) , q = 1/2 (<?!- ct3) Chamber press. (KN/m2) to) 100 200 300 C 2 (KN/m ) 0 (Degrees) Deviator Stress , (KN/m2) to - ”0 340 420 667 37 25 Tested by :• Emebet Workneh Date > ’26/06/06 Checked byAbraham Asefa Date > '27/06/06 Approved by Date[U MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Arjo • Deessa Irrigation Feasibility study Ministry Of Water Resources Pro. N° Date T6-'074/98 30/097*98 Location: Arjo - Dedessa Test Type: Triaxial UU Object : soil samples SPECIMEN DATA TP/BH NO OHB TP 7 Sample N* Depth (m) 1.40 -1.70 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 3 Initial area (mm ) 11.34 3 Initial volume (cm ) 86.18 Initial Weight (gm) 154.20 3 Bulk density (gm/cm ) 1.789 Final dry Weight (gm) 112.26 3 Dry density (gm/cm ) 1.303 Moisture content (%) 37.36 Specific Gravity Remark P= , 1/2(q1+ct3) , q = 1/2 (CT|— a3) Chamber press. (KN/m2) («l) 100 200 300 C 2 (KN/m ) 0 (Degrees) Deviator Stress , (KN/m2) (®1- Gj) 310 410 620 37 24 Tested by :• Emebet Workneh Date :• '26/06/06 Checked by :• Abraham Asefa Date > '27/06/06MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Arjo • Deessa Irrigation Feasibility study Ministry Of Water Resources Pro. N° Date T6-'074/98 30/097*98 Location: Arjo - Dedessa Test Type: Triaxial UU Object : soil samples SPECIMEN DATA TP/BH NO DHB TP-12 Sample N* Depth (m) 0.20 -1.25 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 Initial area (mm*) 11.34 3 Initial volume (cm ) 86.18 Initial Weight (gm) 146.00 3 Bulk density (gm/cm ) 1.694 Final dry Weight (gm) 110 3 Dry density (gm/cm ) 1.276 Moisture content (%) 32.73 Specific Gravity Remark P 1/2(0^03) , q = 1/2 (at-a3) Chamber press. (KN/m2) (<Tj) 100 200 300 C 2 (KN/m ) 0 (Degrees) Deviator Stress , (KN/m2) (a, - a3) 432 882 924 40 30 Tested by :• Emebet Workneh Date '26/06/06 Checked by :• Abraham Asefa Date > '27/06/06MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Arjo - Deessa Irrigation Feasibility study Location: Ministry Of Water Resources Arjo - Dedessa Pro. N° Date T6-074/98 30/097*98 Test Type: Triaxial UU Object : _ soil samples SPECIMEN DATA TP/BH NO MBTP-1 Sample N* Depth (m) 0.20 -1.50 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 3 Initial area (mm ) 11.34 Initial volume (cnf) 86.18 Initial Weight (gm) 149.00 Bulk density (gm/cnr") 1.729 Final dry Weight (gm) 115.36 3 Dry density (gm/cm ) 1.339 Moisture content (%) 29.16 Specific Gravity Remark P= 1/2 (, q = 172(0,-03) Chamber press. (KN/m2) (ffj) 100 200 300 C 2 (KN/m ) 0 (Degrees) Deviator Stress, (KN/m2) (cti- a3) 410 740 868 46 28 y = 0 5423x * 45.503 Tested by Emebet Workneh Date > ™06'06 Checked by :• Abraham Asefa Date "27/06706MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo Dedesa Irrigation Feasibility study W.O. N® T6-Q74/98 Client : Ministry of Water Resource Date 30/09/98 Location: Dedesa Test Type: Trlaxial CU Object : soil samples SPECIMEN DATA TP'BH NO ATB TP 5 Sample N* Depth (m) 0.30-1.10 Sample condition disturbed Initial height ;mm) 76.00 Initial diameter mm) 38 Initial area imm* | 11.34 Initial volume (crrr’) 86.18 Initial Weight (gm) 162.24 Bulk density igovcm') 1.883 Final dry Weight (gm| 123.4 Dry density fgm/cnr*) 1.432 Moisture content l%) 31.47 Specific Gravity Remark P= 1/2 (a,* a,) . q = 1/2 (ct -a ) (3 Chamber press. (KN/m2) («l) 100 200 300 C’ 2 (KN/m ) 0’ (Degrees) Deviator Stross , (KN/m2) (O|- O|) 270 360 560 24 29 Pore pressure (KN/m2) 45 95 130 Teste crfry yAnetey-Abebe Date :• 06/07/06 Checked by :• Abraham Asefa Date :• '10/07/06 Apnrrjv^rf try DateMATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo Dedesa Irrigation Feasibility study Pro. N' T6 074/98 Client : Ministry of Water Resource Date 30/09/98 Location: Dedesa Test Type: Triaxial CU Object : soil samples SPECIMEN DATA TP/BH NO ATB TP 16 Sample N* Depth (m) 0.10-1.30 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 2 Initial area (mm ) 38 11.34 3 Initial volume (cm ) Initial Weight (gm) 159.24 86.18 3 Bulk density (gm/cm ) Final dry Weight (gm) 120.22 1.848 3 Dry density (gm/cm ) Moisture content (%) 32.46 1.395 Specific Gravity Remark Chamber press. (KN/m2) , 1/2 (c^+a,) , q = 1/2(0,-a,) (w3) 100 200 300 Deviator Stress, (KN/m2) Pore pressure (KN/m2) C’ 2 (KN/m ) 0' (DpnrPQc) (<Jl- 310 42 430 106 600 145 29 31 Tested by—."A//e/ey Abebe Date > '06/07/06 Checked by :• Abraham Asefa Date > '10/07/06MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo Dedesa Irrigation Feasibility study Pro. N° T6-074/98 Client : Ministry of Water Resource Date 30/09/98 Location: Dedesa Test Type: Triaxial CU Object : soil samples SPECIMEN DATA TP/BH NO CHBTP4 Sample N* Depth (m) 0.25-3.25 Samde condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 Initial area (mm’) 11.34 Initial volume (crrr*) 86.18 Initial Weight (gm) 161.00 Bulk density (gnVcnf) 1.868 Final dry Weight (gm) 124.3 7 Dry density (gm/cm ) 1.442 Moisture content (%) 29.53 Specific Gravity Remark P= , 1/2 (cr3) , q = 1/2 (CTl-q3) Chamber press. (KN/m2) (a3) 100 200 300 Deviator Stress , (KN/m2) C’ 2 (KN/m ) 0’ (Degrees) (a,- a3) 356 444 658 37 30 Pore pressure (KN/mz) 42 106 145 Teatud-by—-Aiiefey Abebe Date '06/07/06 Checked byAbraham Asefa Date > '10/07/06 4 ppru V y /jy—rr •/t \ ■' ?n o v50^ MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Location: Test Type Object : SPECIMEN DATA Arjo Dedesa Irrigation Feasibility study Ministry of Water Resource Dedesa Triaxial CU soil samples W.O. N° Date T6-074/98 30/09/98 TP/BH NO CHB TP 6 Sample N® Depth (m) 0.30-1.30 Sample condition disturbed Initial height (mm| 76.00 Initial diameter (mm) 38 1 Initial area (mm ) 11.34 1 Initial volume (cm ) 86.18 Initial Weight (gm) 158.60 1 Bulk density (gmJcm ) 1.840 Final dry Weight (gm) 118.24 1 Dry density (gm/cm ) 1.372 Moisture content (%) 34.13 Specific Gravity Remark P= 1/2 ( ctt-«-ct3 ) , q = 1/2 (CT,-ct3) Chamber press. (KN/m2) fa) 100 200 300 C’ 2 (KN/m ) 0’ (Degrees) Deviator Stress , (KN/m2) (<T|-as) 380 562 880 26 33 Pore pressure (KN/m2) 44 72 105 J J J J I I y 3 0.S465X * 25 69 Tested by > Emebet Workneh Date > ^07/06 Checked by > Abraham Asefa Date > ^4/08/06 Normal Stress(KN/m ) Approved by ' ______ .J- 5'r.e reofc>-s. I » eido^-MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo Dedesa Irrigation Feasibility study W.O. N° Client : Ministry of Water Resource Date T6-074/98 30/09/98 Location: Dedesa Test Type: Triaxial CU Object : soil samples SPECIMEN DATA TP/BH NO DHBTP1 Sample N° Depth (m) 0.10-2.10 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 2 Initial area (mm ) 11.34 2 Initial volume (cm ) 86.18 Initial Weight (gm) 160.24 1 Bulk density (gm/cm ) 1.859 Final dry Weight (gm) 126.2 2 Dry density (gm/cm ) 1.464 Moisture content (%) 26.97 Specific Gravity Remark P 1/2(O|+q3) , q = 1/2(cti-ct3) Chamber press. (KN/m2) to) 100 200 300 C' 2 (KN/m ) 0’ (Degrees) Deviator Stress , (KN/m2) (C|- a3) 260 484 610 21 29 Pore pressure (KN/m2) 32 60 94 Tested by :• Emebet Workneh Date :• '08/08/06 Checked by :• Abraham Asefa Date :• '10/08/06MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo Dedesa Irrigation Feasibility study W.O. N° Client : Ministry of Water Resource Date T6-074/98 30/09/98 Location: Dedesa Test Type: Triaxial CU Object : soil samples SPECIMEN DATA TP/BH NO DHB TP11 Sample N° Depth (m) 0.20-2.10 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 1 Initial area (mm ) 11.34 J Initial volume (cm ) 86.18 Initial Weight (gm) 161.80 1 Bulk density (gm/cm ) 1.877 Final dry Weight (gm) 123 1 Dry density (gm/cm ) 1.427 Moisture content (%) 31.54 Specific Gravity Remark P l/2(a^CTj) , q = 1/2(G|-ct5) Chamber press. (KN/m2) to) 100 200 300 C' 2 (KN/m ) 0’ (Degrees) Deviator Stress , (KN/m2) (a,- a3) 400 582 842 29 32 Pore pressure (KN/m2) 38 66 110 Tested by :• Emebet Workneh Date > 08/08/06 Checked by :• Abraham Asefa Date :• '10/08/06 Approved by Date *MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Arjo Dedesa Irrigation Feasibility study Pro. N° T6 074/98 Client : Ministry of Water Resource Date 30/09/98 Location: Dedesa Test Type: Triaxial CU Object : soil samples SPECIMEN DATA TP/BH NO MB TP 4 Sample N° Depth (m) 0.15-1.70 Sample condition disturbed Initial height (mm) 76.00 Initial diameter (mm) 38 1 Initial area (mm ) 11.34 1 Initial volume (cm ) 86.18 Initial Weight (gm) 162.00 1 Bulk density (gm/cm ) 1.880 Final dry Weight (gm) 123.14 Dry density (gm/cm*) 1.429 Moisture content (’/■) 31.56 |speciflc Gravity Remark P 1/2(0,+ ^) , q = 1/2(ct.-ct3) Chamber press. (KN/m2) (a3) 100 200 300 C’ 2 (KN/m ) 0‘ (Degrees) Deviator Stress , (KN/m2) (a, - a3) 283 419 580 31 28 Pore pressure (KN/m2) 40 60 110 I' y = 0.5316X - 30 932 Tested by :• Isayas Demile Date > '03/08/06 Checked by :• Abraham Asefa Date :• '11/08/06— MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Location: Test Type: Object : SPECIMEN DATA Arjo Dedesa Irrigation Feasibility study Ministry of Water Resource Dedesa Triaxial CU soil samples Pro. N° Date T6 074/98 30/09/98 Sample N° Sample condition disturbed Initial diameter (mm) 38 Initial volume (cm’) 86.18 1 Bulk density (gm/cm ) 1.825 Dry density igmJcm') 1.406 Specific Gravity Remark Chamber press. (KN/m2) (ffj) 100 200 300 C’ 2 (KN/m ) 0’ (Degrees) Deviator Stress , (KN/m2) (CTl-CTj) 298 420 612 31 29 Pore pressure (KN/m2) 42 60 110 Date :• '05/07/06 Checked by :• Abraham Asefa Date '11/07/06 DatenoNlTw'uo-nON^OM'i'i'ax »<=« 1 53 MATERIALS TESTING AND FOUNDATION INVISTIGAT1ON DEPARTMENT fd.n U. DOX 4UinmUJfiQToi| 0417.0u6u13iw-1-6ivw66>■17. -— 16- 4— 8 .4.6. FAX (251-1)42 0 Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : A,BTP3 DEPTH :0.20-2.1 VOID RATIO VS LOG PRESSURE K \ - 10000 2 PRESSURE (KN/m ) Tested by Tsige Teka Date: 23/10/98 Checked by: Abraham Assefa Date: 6/11/98 Approved by : Date: /OONTwuo^Q ^aia» »Q< N0 P.O. Box 4D0.1K Tt MATERIALS TESTING AND FOUNDATION INVIST1GATION DEPARTMENT Project: Client : Arjo-Dedessa Irrigation Feasibility study Location: Ministry of Water Resources Arjo BH N°: A,BTF3 DEPTH : 0.20-2.1 «i = 0.524 0.555 Pi = 640 Pz = 1280 Cc= (e^yiogiPj/P,) 0.230p 0. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVIST1GAT1ON DEPARTMENT Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : A'BTP3 DEPTH :0.20-2.1 VOID RATIO VS LOG PRESSURE e, = 0.730 P^KN/ma) 160 e2 = 0.682 P2|KN/m2) 320 e3 = 0.624 Pj(KN/m2) 640 e< = 0.555 P^KN/m2) 1280 a^= Ki/(1*«i) 0.000297 0.000172 m:/KN P,-P J 0.0001081 0.0000666 mJ/KN Avg.Mv= <Mv,*Mv,j/2 0.0001191 m*/KN PRESSURE (KN/m‘) Tested by Tsiqe Teka Date: 23/10/98 Checked by: Abraham Assefa Date: 6/11/98 Approved by : Date:MATERIALS testing and foundation invistigation department ONE DIMENSIONAL CONSOLIDATION TEST DATA SHEET Project : Arjo-Oedessa Irrigation Feasibility study Client: Ministry of Water Resources .ocation: Arjo -pecimen data EFORE TEST Proj. N” : T6-074/98 Date: 30/09/98 BH N°: AI8 TP 6 DEPTH: 0.20-2.4 'eight of sample & Ring (gm) 279.85 Specific Gravity (G,) 2.52 eight of Ring (gm) 112.291 Sample Diameter (D) (mm) 75.00 eight of sample (gm) 167.561 (Sample Thickness (H ) (mm) o 20.00 eight of Dry Sample (gm) 128.481 2 Area (A) (cm ) 44.18 eight of Initial Moisture (gm) 39.08 3 (volume (V) (cm ) 38.37 tial Moisture content (M ) (%) o 30.42 3 Bulk Density (p&) (gm/cm ) 1.896 3 I Dry Density (p ) (gm/cm ) d 1.454 al Void Ratio : e = (G /p„)-1 0t iqht of Solids : H,aH«/(1+e ) (mm) | 0 11.539 !l Saturation : S = (M *G,)/e (%) o00 104.53 ZR TEST -it of Sample + Ring+Can (gm) 337.00 Over all settlement (mm) 2.807 it of Dry Sample ♦ Ring *Can (gm) I 311.00; 3 Volume change (cm ) 12.40 it of Ring* Can (gm) 182.521 3 Final Volume (cm ) 75.97 mt of Wet Sample (gm) 154.481 3 Final Bulk Density (gm/cm ) 2.034 r of Dry Sample (gm) 128.48 3 Final Dry Denssity (gm/cm ) 1.691 • of Final Moisture (gm) 26.00 Final Void Ratio:(ef) 0.490 oisture Content (M.) (%) 20.24I turation : S< = (M/Gj/e» : (%) 104.07| 23/10/98 Abraham Asseja 6/11/98<oM PfOj. N° : T6-O74/98 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMENT Date : 30/09/98 ONE DIMENSIONAL CONSOLIDATION TEST DATA SHEET Project : Arjo-Oedessa Irrigation Feasibility study Client . Ministry of Water Resources 8HN°: aib tp s Location: Arjo □EPTH: ozo-z.* Specimen data BEFORE TEST Weight of sample & Ring (gm) | 279.85 Weight of Ring (gm) 112.291 Weight of sample (gm) 167.561 Weight of Dry Sample (gm) 128.481 Weight of Initial Moisture (gm) Initial Moisture content (MJ (%) 39.081 30.42 { I oo [initial Saturation S = (MjG,)/e Initial Void Ratio : e, = (G,/pJ-1 of Solids • H,3H /(1*e ) (mm) | o o (%) 0.733| 11.539 104.53 AFTER TEST Weight of Sample ♦ Ring *Can (gm) 337.00 Weight of Dry Sample * Ring *Can (gm) 311.00 Weight of Ring ♦ Can (gm) 182.52 Weight of Wet Sample (gm) 154 48 Weight of Dry Sample (gm) Weight of Final Moisture (gm) Final Moisture Content (M ) (%) f 128.481 26.001 20 24| [Final Saturation : S. = (M,’G J/e : (%) j f 104.07 Tested Date; by : Tsiqe Teka 23/10/98 Checked by: Abraham Assefa Date: 6/11/98rC fewVltk.’ 4J o» ,3.1m «« " 4« 4| FAX <251 -1) 42 01 13 IHTOlAlS TESTING ANO FClJNOAIION iNVIOTKJATlON DEPARTMENT ONE • DIMENSIONAL CONSOLIDATION TST CALCULATION SHEET °-O’ect Client cocaOon Arjo-Dedeaaa Irrigation Feasibility study Ministry of Water Reaourcee Arjo BH N* DEPTH . • » l« Sample dlametor (D) 75.00 mm 'Height Ho 20 000 mm Height of solids H, . 11 539 mm Initial Void* ratio e 3 a 0.733 I Voids Ratio COMPRESSIBILITY iHcrvmeiHM COEFFICIENT CF CONSOLIDATION kk»m«i N* 0 Frw»«ur» CumuiMlva 0 C0m0<«M<4n Kpa (AHI mm H - Votfi Ratio HM«m *voa<xv ..JMAv )»"00Q« Nil t- •rvn cnaof. cn*C9« jh la mm <oa 1- <nm M • H,j i0.03«’H\t«4 •n *y»ar : re iiiii’n, •"'tear 0 0.000 20 000 0.733 19 426 13.579 18 172 15.550 19.713 19 205 18.732 18.375 17 586 17.126 Tested by : Tsige Teka □ate: 23/10/98 Checked by. Abraham Assefa Date: 6/11/98 Approved by-P O. Box 40036 Tai. 42 06 13-16 66 17-16 MATERIALS TESTING ANO FOUNDATION INVIST1GATION DEPARTMENT ONE DIMENSIONAL CONSOLIDATION TEST I PAD ■ TIME SETTLEMENT READINGS Project : Arjo-Oedessa Irrigation Feasibility study Client : Ministry of Water Resources BH N° : A)8 TPS Location: Arjo DEPTH : ozo-2 4 44.18 cm*Sample thickness H) 20.00 mm Area (A) OUlNcrLeOmAenDtINN*G Call l tarred I Load Pressure S 6 7 3 I Cumulative Cumulative Cumulative Cumulative Cumulative comproesion ! compression compression compression compression Elaoied time him mm mm mm mm mm a |t|mmi 1 Nt AH AH AH AH AH Cumulative Cumulative compression compression mm mm AH AH Cumulative I compression mm AH "T 61 0.11 01 Ol 01 3.362 3.0377443 2.807 - I 0.321 101 0.171 0.41 -------- ---------- 151 0.2SI 0.5I __________ 11 301 0.51 0.71i I---------------------------- 11 11 2 21 1.41 -------------------------- 1 41 41 21 Net cumulative c ompression i aH I 2.807 L — Tested by: Tsiqe Teka Date: 23/10/98 Approved by Checked by: Abraham Assefa Date: Date.P Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING ANO FOUNDATION INVISTIGAT1ON DEPARTMENT ONE DIMENSIONAL CONSOLIDATION TEST LOAD - TIME SETTLEMENT READINGS Project : Arjo-Oedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BHN° : DEPTH : 0 20-1.4 75.00 mm Ar.a lAI 4418 cm1 Sample thickness HI 20.00 mm Sample diameter iD) 20 Kpa Lever ratio 9 1 1Kg on hanger gives pressure of UNLOADING 23 4 -------?----- 6 | 7 I 8 Hal* «tarrod 20/11/98 21/11/98 I------------------------------------------------------- Load <q 16 4- --------------------------- 1-------------------------- Praam Kpa 320 30 - !I Cumulative compression Cumulative Cumulative compression compression Elapaed time i nm mm mm hl m 5 t(mm| | vt AH AH AH Cumulative Cumulative compression compression mm mm AH AH Cumulative Cumulative compression compression mm i mm AH AH Cumulative compression mm AH 0 oT 0 3.362 3.0377443 2.307 6 0.1 i 0.32 10 0.17 0.41 15 0.25 0.SI II 30 □.Si 0.71 1 1|u II L I------------------------- 2 2I 1.411 I 4 4l 21 I i I------------ — 8l 8 2.831 I 15 151 3.91 I 30 30l 5.51 1 60 7.75 - ii------------------------------------- ---------------------------- ------------------------------ Net cumulative compression aH I Tested by: Date: t Tsiqe Teka 23110/98 Approved by : Date: Checked by: Abraham Assefa Date;^^"s^gIn^^awn INVISTIGAT1ON department Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : a*btps DEPTH : 0.20-2.4 VOID RATIO VS LOG PRESSURE \ \ \ — — ------------- o------------------------ 10000 2 PRESSURE (KN/m ) Tested by Tsiqe Teka Date: 23/10/98 Approved Checked by: Abraham Assefa Date: by : n Date: 6/11/98I_ zz — _____ P.O. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMENT Project : Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : aibtps DEPTH :0.20-2.4 COEFFICIENT OF CONSOLIDATION Vs LOG PRESSURE Tested by Date: Checked by: Date: Tsiqe Teka 23/10/98 Abraham Assefa 6/11/98[U MATERIALS TESTING AND FOUNDATION INVIST1GAT1ON DEPARTMENT Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : DEPTH :0.20-2.4 VOID RATIO VS LOG PRESSURE e, = 0.S25 e 2 = 0.443 Pt = 640 P2= 1280 Cc= (ei-^jJ/logtP^O 0.274 Tested by Tsiqe Teka Date: 23/10/98 Checked by: Abraham Assefa Date: 6/11/98 Approved by : Date: _________ JP.O. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N°: DEPTH : 0.20-2.4 VOID RATIO VS LOG PRESSURE e3 = 0.610 P^(KN/m2) 160 e2 = 0.575 P:(KN/m2| 320 e3 = 0.525 Pj(KN/m2) 640 e = 0.443 4 a„,= (•.-<,p(p. pj P 4(KN/m2) 1280 M =a vl v1 1 /(1+o ) i« -«.HP -P*) 1l 3^(1*®!) Avg.Mv= (Mv,>Mv,)/2 0.000221 0.000137 m2/KN 0.0001288 0.0000844 m2/KN 0.0001107 m2/KN Tested by Tsige Teka Date: 23/10/98 Checked by: Abraham Assefa Date: 6/11/98 Approved Date: AP.O. Box 40036 Tai. 42 06 16,42 06 01 FAX (251-1) 42 01 53 MATERIALS TESTING ANO FOUNDATION INVISTIGATION department Proj. N’ T6-074/98 Date : 30/09/98 ONE DIMENSIONAL CONSOLIDATION TEST DATA SHEET Project : Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo Specimen data BEFORE TEST 3HN°: chbtp s DEPTH: 0.20-1.75 Weight of sample & Ring (gm) 278.77 Specific Gravity (GJ 2.52 Weight of Ring (gm) 112.29 I Sample Diameter (D) (mm) 75.00 Weight of sample (gm) 166.48 iSample Thickness (HJ (mm) 20.00 Weight of Dry Sample (gm) 129.48 2 |Area (A) (cm ) 44.18 Weight of Initial Moisture (gm) 37.00 3 Volume (V) (cm ) 38.37 Initial Moisture content (MJ (%) 28.58 3 Bulk Density (pj (gm/cm ) 1.884 3 [Dry Density (pj (gm/cm ) 1.465 |lnitial Void Ratio : e = (G,/pJ-1 0 | 0.7201 [Height of Solids : H, = H7(1-*-eJ (mm) | 11.629| [initial Saturation : S = (M ’GJ/e (%) | 303 100.03| AFTER TEST Weight of Sample ♦ Ring ♦Can (gm) 338.00I Weight of Dry Sample ♦ Ring ♦Can (gm) Over all settlement (mmi I 312.00 ? 673~ IWeiqht of Ring * Can (gm) 3 Volume change (cm ) 182.52) | 11 Weiqht of Wet Sample (gm) 3 Final Volume (cm ) | 155.48 Weight of Dry Sample (gm) Weight of Final Moisture (gm) ( Final Moisture Content (M,) (%) [Final Saturation : S, = (M ’G,)/e, : (%) 3 Final Bulk Density (gm/cm ) r | 129.48 26.00 20.08 103.271 2 031 3 Final Ory Denssity (gm/cm ) final Void Ratio:(e») ------------------------------------------- - ~ . 0.490 '| 1 691| Tested by : Mulu Beyene Date: 22/10/98 Checked by: Abraham Assefa Date: 5/11/98?0 Sox 40038 Tel. <2 06 13-16 66 17-1* 4* 4< FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMENT ONE • DIMENSIONAL CONSOLIDATION TEST CALCULATION sheet Project : Arjo-Dedessa Irrigation Feasibility study Client: Ministry of Water Resources BH N° : CH8TF 5 Location: Arjo DEPTH : 0 20-1 rs .Sample diameter |DI ..c.yin u. aui.ua ..j , . ......... Voids Ratio COMPRESSIBILITY COEFFICIENT OF CONSOLIDATION nwrwnd Gv incrwTMHt N* 1 Cumulairi ’ Comoro ConioiMatM -•^A< Votda R*Oo HiagiH D * (AH) mmi |1 H ■ Hg-AH ■art-KSnii cn.ng. IK ■nm ■’rwaaura cftan?. * io. it, MiH/H.rnww 5«i m'/MN u. mm «- mm rt - 1Q(H.» H ) t |0 02«-Hiyu. m’rysar I : |0.111’H*M» m fyoof 0 0 0.000 20.000 0.720 ’ - - 0.382 40 0.478 1 40 0.382 19.618 0.687 - 16.81 19 309 - 2.59 0.063 40 0.080 2 30 0.445 19.555 0.682 - 3.24 19.587 - 13 14 1 0.281 80 0.180 3 160 0.726 19.274 0.657 12.96 19.415 - 3.23 I 0.796 160 0.258 4 320 1.S22 18.478 0.589 I - 9.00 18.376 4.39 I 0 880 320 0.149 5 640 I 2.402 17.598 0.513 - 18 08 18.038 0.698 640 2.00 0.062 6 1280 3.100 16.900 0.453 52.56 1 17.249 0 63 7 320 2.854 17.146 0.474 I I . ------------------------------- i------------------------------ I I—I---------- I------------------ i------- Tested by : Mulu Beyene Date: 22/10/98 Checked by: Abranam Assefa Approved by □ate: Date; 5/W98MATERIALS TESTING AND EOUNOATION INV1STIGATION DEPARTMENT ONE DIMENSIONAL CONSOLIDATION TE$T UOAO • TIME SETTLEMENT READINGS Project : Arjo Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N’ : chbtp s DEPTH : o.M-tM Isample diameter (D) 75.00 mm lArea (A) 44.18 cm2 Sample thickness (H) 20 00 mm Lever ratio 9 1 1Kg on hanger gives pressure of : 20 Kpa LOADING Increment N' I 23 45 Oale started i : 14/1 o/g a 15/10/98 16/10/98 V/10/98 18/10/98 19/10/98 5I Load a 18 32 54 32 54 Pressure Koa - 44 ao 160 320 540 1280 Cumulative Cumulative Cumulative Cumulative Cumulative compression compression compression compression compression Elaosed time | h | m mm mm mm mm mm s It |min)| vt AH AH AH AH AH Cumulative Cumulative compression compression mm AH AH Cumulative compression AH 0 0I 0.00 0.000 0.000 0.382 0.445 0.726 1.522 2 402 3.100 15 0 25 0.50 0.000 0.031 0.418 0.550 1 205 2.042 2.480 0.000 30 0.5I 0.71 0.000 0.045 0.420 0.560 1.220 2.060 2.490 1 1.00 0.000 0.060 0.422 0.570 1.240 2.084 2.502 0.000 1 2 1.41 0.000 0.086 1 0.425 0.590 2.00 0.000 0.120 1 15 30 M 2.83 0.000 15 3.87 0.000 0.160 0.200' 0.428 0 430 0.432 0.610 0.635 0.655 1.268 1.300 1.330 1.355 30 5.48 2.120 2.158 2.220 2.280 0.000 0.240 n 4 2.530 2.570 2.630 2.710 . 0.000 0.000 0.000 0 000 0 000 0.268 0.4361 0.693 1.398 2.352I 0.000 0.000 0.438 0.705 1.418 2.366 2.960 0 440 0.715 2.376 3.010 21 91 3.050 37 95 2.402 _______ [ 3.100 Tested by: Date: Checked by: Date:- Mulu Beyene 25/10/98 Abranam Assefa 6/11/98 ^Approved. Uy :P 0. Box 40036 Tai. 42 06 13-16 66 17-16 AS 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMENT Project : Client : Location: ONE DIMENSIONAL CONSOLIDATION TEST LOAD - TIME SETTLEMENT READINGS Arjo-Oedessa Irrigation Feasibility study Ministry of Water Resources Arjo BH N” : DEPTH chbtps 3 20 •' 75 Area A) 44 18 cm ( 2 Sample dlameter (D) Sample thickness |H) 20.00 20 Lever ratio 1Kg on hanger gives pressure of UNLOADING DJcremanl N3 1 6 7 □ata start ad 20/10/98 21/10/98 ----- 5—T 3 * 5 Load Ka I 16 Prenure Kpa 320 i «o . ■ ! -I r I ! I i i Cumulative I Cumulative Cumulative comoression I compression I compression Cumulative compression mm AH Cumulative :omijr„jion mm AH Cumulative Cumulative comprojnon compression Elaosad lima mm mm mm h m 5 It (mm) | vt AH AH AH mm mm AH AH O' 0l 0 3.112 2.354 2.673 6I 0.11 0.321 -------- 1------------- 10 0.17 0.411 15 0.25 0.5 30 0 5 0.71 1 11 11 2 21 1.41 4 4p" 2 8 81 2.33 15 15 3.9I JO JOI 5.5 1 60 7.75I 2I 120 11 41 — ------- “-------------------------mvr ZAUI 13.SI -------------- 1--------------------------1---------------------- Net cumulative comprsssion i ah ) L Tested by: Date: Mulu Beyene 22/10/98 Checked by: Abranam Assefa Approved by : Date: Date: 5/11/98 / >■>P.O. Box 40036 Tel. 42 06 13-16 66 17-16 MATERIALS TESTING AND FOUNDATION 48 46 FAX (251-1)42 01 53 INVISTIGATION DEPARTMENT Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : chbtp 5 DEPTH : o.2o-1.75 VOID RATIO VS LOG PRESSURE \ \ \ 2 PRESSURE (KN/m ) Tested by Mulu Beyene Date: 22/10/98 Checked by: Abraham Assefa Date: 5/11/98 Approved Date: by : - ■ -P ~'l/vP.O. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMEN Project : Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : CHBTP5 DEPTH ; 0.20-1.75 I COEFFICIENT OF CONSOLIDATION Vs LOG PRESSURE i zt. I L / v / L L L i L ______ ------1• \ X ■5»-------------------- 10000 PRESSURE (KN/m ) 2 Tested by Date: Checked by: Date: Mulu Beyene 22/10/98 Abraham Assefa 5/11/98 Approved by :______ Oa *e: _ y / kJ i 9 o Ma*** MATERIALS TESTING AND FOUNDATION INVIST1GATION DEPARTMENT Project: Client : Arjo-Dedessa Irrigation Feasibility study Ministry of Water Resources Location: Arjo BH N° : CHBTP 5 DEPTH : o.2o VOID RATIO VS LOG PRESSURE e 1 = 0.513 e 2 = 0.453 Pl = 540 P2 = 1280 Cc= (•i-« )/1og(P /P ) l 21 0.199 PRESSURE (KN/m ) z Tested by Mulu Beyene Date: 22/10/98 Checked by: Abraham Assefa Date: 5/11/98 Approved by :_ Date: ----- < C<04 aON«*«uc VIox •<>• P.O. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : chbtps DEPTH : o.2o-1.75 VOID RATIO VS LOG PRESSURE e, = 0.657 P^KN/mil 160 e2 = 0.589 P2(KN/m2| 320 e3 = 0.513 Pj(KN/m2) 640 e = 0.453 4 a v1 a M ,= ^/(1-^e,) v M r= 3v?(1 Bj) v + Avg.Mv= (Mv,*Mv.)/2 P 4(KN/m2) 1280 0.000428 0.000258 m2/KN 0.0000938 0.0000620 m2ZKN 0.0001600 m2/KN 2 PRESSURE (KN/m ) Tested by Mulu Beyene Date: 22/10/98 Checked by: Abraham Assefa Date: 5/11/98 Approved by : Date:P.O. Box 40036 Tel. 42 06 16.42 06 01 FAX (251-1) 42 01 53 MATERIALS TESTING ANO FOUNDATION INVISTIGATION DEPARTMENT Proj. N“ : Date : T6-074/9S 30/09/98 ONE DIMENSIONAL CONSOLIDATION TEST DATA SHEET Project : Aqo-Dedessa Irrigation Feasibility study Client: Ministry of Water Resources Location: Arjo Specimen data BEFORE TEST BH N° : OHB tp 10 DEPTH: 0.20-2.so Weight of sample & Ring (gm) 271.38| Weight of Ring (gm) 112.29 Specific Gravity (G,) Sample Diameter (D) (mm) 2.521 75.00 Weight of sample (gm) 159.09 ISample Thickness (H ) (mm) o 20.001 Weight of Dry Sample (gm) 117 48 2 'Area (A) (cm ) 44.181 Weight of Initial Moisture (gm) 41.51 5 [volume (V) (cm ) 88.37 Initial Moisture content (M ) (%) a 35.42 1 Bulk Density (p ) (gm/cm ) b 3 Dry Density (p ) (gm/cm ) a 1.800 1.329 |lnitial Void Ratio : e„ = (G /p )-1 t fl 0.896| [Height of Solids : H, = Ho/(1*e ) (mm) | 0 10.551 ] Saturation . S = (M ’G,)/e, (%) I o0 99.67 AFTER TEST Weiqht of Sample + Ring *Can (gm| Weight of Dry Sample ♦ Ring >Can (gm) Weiqht of Ring ♦ Can (gm) 334 00 300.00 182.52 Overall settlement mm 3 Volume change (cm ) 2 025 . R OR Welqht of Wet Sample (gm) 5 Final Volume (cm ) 151.48 7Q AO Weiqht of Dry Sample (gm) Mnal 117.48 3 Bulk Density (gm/cm ) Weight of Final Moisture (gm) F,nal 1 907 34.001 3 0^ Denssity (gm/cm ) . 1.479 Final Moisture Content (M,) (%) [Final Saturation : S = (M "G,)/e t : (%) | Tested by : Date: Checked by: Oate: ff Tsiqe Teka 25/12/05 28.94 103.65 rnidi voia Ratio:(e ) f 0.704 LZZj Abraham Assefa 15/01/06] 1 1 P 0 Box 4Q036 'll. 42 06 13-16 66 17-16 46 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INV1ST1GAT1ON DEPARTMENT ONE - DIMENSIONAL CONSOLIDATION TEST CALCULATION SHEET Project : Client ; Arjo-Dedessa Irrigation Feasibility study Ministry of Water Resources Location: Arjo Sample diameter (D) Height of solids H, . BH N° DEPTH TP 10 J 20-1 40 75.00 mm 10.551 mm (Height Ho I Initial Voids ratio e, = 20.000 mrrt 0 896 Voids Ratio COMPRESSIBILITY COEFFICIENT OF CONSOLIDATION Cumviaow 9 comprH*on Km |4X| mm CanaoikCilMI M-Ka-OH mm ncramancai HOTqnt P'VMura cftanga cftanQ* >• c. m. -iiMm.f'lOOW S>> rn’ntu u. mm H• 0 021’M'k* m'ryear io.in w*yt , w mV-yaaa 0 0 0.000 20.000 0.396 - 1 30 0.851 19.149 0 315 0.351 80 1.219 160 0.532 0.398 15.21 19.575 - 2 80 2 3 « 16en0 1.219 18.781 0.780 0.481 160 0.160 320 1.700 18.300 0.734 27.04 9.41 0.699 320 18 965 18 540 - 0.119 1 48 4 54 4 I8 640 2 399 17.601 1280 3.186 16.314 I 0.668 0.594 0.787 540 0.070 ____________________ 12.25 50,41 17.951 17 208 — - 2.92P 0. Box 40038 Tai. 42 08 13-18 66 17-18 48 48 FAX (251-1) 42 01 53 MATERIALS TESTING ANO FOUNDATION INVlSTIGATION DEPARTMENT ONE DIMENSIONAL CONSOLIDATION TEST LOAD • TIME SETTLEMENT READINGS Project : Arjo Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo 0H N4 : J DEPTH . 0.2S-116 Sample diameter ID) 75.00 mm Area (A) 44.18 cm’ Samole thickness (H) 20 00 mm Lever ratio L J L 1 1Kg on hanger gives pressure of: 20 Kpa LOADING Incremant N* 1 1 1 2 34 5- - Data starred 16/12/05 17/12/05 18/12705 ’9/12/05 20/12/05 - Load Kg - 4a 1« 32 54 Pressure • Kpa 80 150 320 540 - 1280 Cumulative Cumulative Cumulative compression compression compression Elaosed time mm mm mm h 1 m s t(mm)| vt AH AH AH Cumulative compression mm AH I Cumulative iomoressian AH Cumulative compression AH Cumulative compression mm AH 0 1 0 0.00 0.000 0.000 0.851 Cumulative compression AH 1.219 1.700 2.399 0.636 0.646 0.655 0.710' 0.732 0 751 0.768, 1.2201 1.2461 1.270i 1.301i 1.2831 1.3051 1 340 1.288 1.426! 1.4631 1.498 1-6201 1.760 2.177' 0.304 0.3191 I 2.9301 3.032 3.110 ; 3.1341 3.140 Tested by: TsigeTeka Date: 23/10>98 Approved by_ Checked by: Abraham Assefa Dale: 23/10/98I'J P.O. 0ox4OO36 Tel. 42 08 13-18 MATERIALS TESTING AND FOUNDATION . FAX (251-11 42 01 53 INVI5T1GATION DEPARTMENT Project : Client : Location: one dimension*! consolidation test LOAD - TIME SETTLEMENT REAPINGS Arjo-Dedessa Irrigation Feasibility study Ministry of Water Resources Arjo 44.18 cm: Sample thickness Sample diameter (D> Lever ratio UNLOADING BH Na : OHS TP 10 □ EPTH . 9 l M 20.00 20 mm Kpa 1 11 Kg on hanger gives pressure of :--------------------------------------------------------------------- 22/12/03 23/12/05 16____________4 Pressure Kpa 320 30 Cumulative comprecsion mm AH Cumulative Cumulative Cumulative Cumulative Cumulative Elaosed time Ih i tlmml I Vt compression mm AH compreesion mm compromon compression compression mm mm AH AH AH AH Cumulative compression mm AH Cumulative compression mm AH I T 01 oi 0 3.362 2.5903076 2.02S 6 0.11 0.32 10 1 0.17 0.411 15 0.25I 0.51 30I 0.5 0.71| i| 1| ‘1 2| 2I 1.411 <i 1 8| FT 2.33 4l 21 - 1 15 151 3.9 30' • 301 5.5 nni 7 7«!i ---------1------- 2.325 Net cumulative compression i ah ) Tested by: Date: Tsiqe Teka 25/12/05 Approved by: Checked by: Abraham Assefa 15/01/06 - ..Date: \V.t. Date:nP.ryOo. -b- o<xnm4ucuTjo«li4e7i.flufio13id-1-61u66w1w7-1.6.. 4-8—w46 -.J FAX (251- 1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMENT Project: Arjo-Oedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : DHB rp 10 DEPTH :0.20-2.60 VOID RATIO VS LOG PRESSURE • \ \ V\ \\ -------------------------------------- 10000 2 PRESSURE (KN/m ) Tested by Tsiqe Teka Date: 25/12/05 Checked by: Abraham Assefa Approved by : Date: Date: 15/01/06P.O. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMENT Project : Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo g)_| N° ; DHB TP 10 DEPTH :0.20-2.60 COEFFICIENT OF CONSOLIDATION Vs LOG PRESSURE PRESSURE (KN/m ) 2 Tested by Tsiqe Teka Date: 25/12/05 Checked by: Abraham Assefa Date: 15/01/06P.O. Box 40036 Tel. 42 06 13-16 66 17-16 46 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVIST1GAT1ON DEPARTMENT Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : DMBTP1° DEPTH :o.2o-2-w VOID RATIO VS LOG PRESSURE e 1 = 0.663 e 2 = 0.594 Pi = 640 P2 = 1280 Cc= (e,-e )/log(P /P,) 2 : 0.248 Tested by Date: Checked by: Date: Tsiqe Teka 25/12/05 Abraham Assefa 15/01/06EU P.O. Box 40036 Tel. 42 06 13-16 66 17-16 _ FAX (251-1)42 01 53 INVISTIGATION DEPARTMENT MATERIALS TESTING AND FOUNDATION Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : dh»tpio DEPTH : 0.20-2.10 VOID RATIO VS LOG PRESSURE e1 = 0.780 P j(KN/m2) e2 = 0.734 P 2|KN/m2| e2 = 0.663 P 3|KN/m2) 160 320 640 e = 0.594 4 v1 v1/(l*«o M =a a .r» M =a vZ v2 /(1*e ) a P 4|KN/m2) 1280 0.000285 0.000160 tn’/KN 0.0001165 0.0000699 m2/KN (Mv^Mvj/2 0.0001149 m’/KN Tested by Tsiqe Teka Date: 25/12/05 Checked by: Abraham Assefa Approved b Date: ; Date: 15/01/06P.O. Box 40035 Tel. 42 06 16.42 06 01 FAX (251-1) 42 01 53 MATERIALS TESTING ANO FOUNDATION INVISTIGAT1ON DEPARTMENT Proj. N° : T6-074/98 Date : 30/09/98 ONE DIMENSIONAL CONSOLIDATION TEST DATA SHEET Project : Arjo-Oedessa Irrigation Feasibility study Client: Ministry of Water Resources BH N° : MBTP1 Location: Arjo DEPTH: 0.20-1 so Specimen data BEFORE TEST Weight of sample & Ring (gm) 271.38 Specific Gravity (G,) 2.52 Weiqht of Ring (gml 112.29 Sample Diameter (D) (mm) 75.00 Weight of sample (gm) 159.091 Sample Thickness (H ) (mm) o 20.00 Weight of Dry Sample (gm) 118 48 2 Area (A) (cm ) 44.18 Weight of Initial Moisture (gm) 40.61 3 Volume (V) (cm ) 88.37 Initial Moisture content (M ) (%) o 34.28 3 Bulk Density (p ) (gm/cm ) b 1.800 3 Dry Density (p ) (gm/cm ) d 1.341 [initial Void Ratio : e = (G,/p )-1 0q Height of Solids : H, aHo/(1*e ) (mm) | o [initial Saturation : S = (M/GJ/e 3 0 (%) I 0.880 j 10.641 98.20 AFTER TEST Weight of Sample ♦ Ring+Can (gm) 335.00 Over all settlement (mm) Weight of Dry Sample + Ring *Can (gm) I 301.00 3 Volume change (cm ) 2 025 yVeight of Ring * Can (gm) 182.52 3 Final Volume (cm ) Weight of Wet Sample (gm) 152.48 Weight of Dry Sample (gm) 3 Final Bulk Density (gm/cm ) . 79 42 . 8 95 I 118.48 . 1 920 Weight of Final Moisture (gm) 34.00' 3 Final Dry Denssity (gm/cm ) . 1.492 Final Moisture Content (M ) (%) Final Void Ratio:(e ) f [Final Saturation : S = (M G )/e t ( : (%) i a fr 28.70 104.92 r ----------------------------- ----------------------- -------------- 0.689 Tested by : Date: Checked by: Date: Mulu Beyena 22/10/98 Abraham Assefa 5/11/98P.O. 0O« 40036 Tel. 42 06 13-16 «• W-»e *« *4 PAFAAX(3(S251-1U-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVISTIGAT1ON DEPARTME ONE - OIMENSIONAL CONSOLIDATION TEST ------------------- CALCULATION SHEET Project : Arjo-Dedeesa Irrigation Feasibility study Client : Ministry of Water Resources BH Na : M8TP1 Location: Arjo DEPTH : 0 JO-1. SO Samoie diameter (D) Height of solids H, . tncrwmpnl N* Kpi 75.00 10.641 mm mm Height Initial V Voids Ratio C completion (AH) mm Cormolidawd height H • Ho-dM mm Voide Ratio nc/w Height Change 1H mm ----------------- ------------------------ oids ratio e, 3 IMPRESSIBILITY MAUI ^reeure •tSbVH.H’OOOl 5P 20.000 0.880 mm I cnenge Jo km m’iMM COErF % min ICIENT OF CO NSOLIDATION c. "n’'year m’zyeer 0 0 0.000 20.000 0.880 - 0.208 40 0.260 1 40 0.208 19.792 0.860 ________ - 54.76 19 896 - 0 80 0.241 40 0.304 2 80 0.449 19.551 0.837 1 19.36 19 671 !I - 2.22 0.291 80 0.186 - 18.06 19 406 ! 3 160 0.740 19.260 0.810 2.31 0.560 160 0.182 I 4 320 1.300 18.700 0.757 21.16 18.980 - 1.89 0.823 320 0.138 5 640 2.123 17.877 0.680 - 49.00 18.288 0.740 640 0.065 0.76 5 1280 2.863 17.137 0.610 - 18.06 17.507 1.38 7 A 320 2.442 17.558 0.650 80 2.025 17.975 0.689 — 7 T Tested by: Mulu Beyene 22/10198 Approved by; Date: Date: Checked by: Date: Abraham Assefa 5/11/98[U ONE DIMENSIONAL CONSOLIDATION TEST LOAD ■ TIME SETTLEMENT READINGS Project : Arjo Dedessa Irrigation Feasibility study Client: Ministry of Water Resources Location: Arjo BH Na : DEPTH : oao-isa Sample diameter |DI 75.00 mm (Area |A) 44.18 cm2 Sample thickness H) 20 00 mm Lever ratio 1Kg on hanger gives pressure of 20 Kpa LOADING Date: Checked by: Date:* 25/10/98 Abraham Assefa 6/11/98 by :P.O. Boa 40031 Tel. 42 01 MATERIALS TESTING AND FOUNDATION ____ FAX (251-D 42 01 53 INVIST1GAT1ON DEPARTMEMT Toad - time settlement readings owe DIMENSION"! rhnsoi l0A T y°^ ^~ Project : Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo Sample diameter (0) Lever ratio BH N° : DEPTH : 9.20-150 Sample thickness (H> mm 20 UNLOADING Dlcremant N1* 12 20/10/98 21/10/98 3 4I5 - 67 Load______ Presaure ________ *S---------------------- Kpa 16 320 Cumulative 4 30 Cumulative Cumulative Cumulative Cumulative Cumulative CumulaDve Elapaed time h m a Itlminl Vt compreasion mm AH compression compression compression compression mm mm mm mm AH aH AH AH compression mm AH compression mm AH 01 01 0 2.880 2.442 2.025 61 0.11 0.32 10' 0.17| 0.41 — 151 0.25I oT 301 0.51 0.71 1 1 Il 1 I 2 2I 1.41 4 4I 2 8 8I 2.83 L 15 151 3.9 30 30' 5.5 - ! 1 1 1 601 7.751 i ---------- 1---------- 1 \------------------- ' J__________________________I________________ 2| |_______________________1201_____________111 I J____ _____ ____ !------------ ' n ARO 71 QiP.O. Boi 40031 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING ANO FOUNDATION INVlSTIGATlON DEPARTMENT ONE DIMENSIONAL CONSOLIDATION TEST LOAD - TIME SETTLEMENT READINGS Project : Arjo-Dedessa irrigation Feasibility study Client: Ministry of Water Resources BH N° : MBTP’ Location: Arjo DEPTH : 3 20-i so Sample diameter (D) Lever ratio UNLOADING 75.00 mm Area (Al44,18 cm! Sample thickness (H) 9 1 11 Kg on hanger gives pressure of :______________________________ 20.00 20 Dlcrement N1* 1 2 ' 3|l.4 |5 6 7 Data started 20/10/98 21/10/96 Load Kq 16 4 Pressure Kpa 320 30 | - Elapsed time 1 Cumulative compression mm h | m i It (min) | vt AH || Cumulative Cumulative Cumulative compresiion compression compression mm mm mm AH AH AH Cumulative compression mm AH Cumulative Cumulative compression compression mm mm AH AH 01 QI 01 2.8801 2.442 2.0251 6 0.1 0.32I! I 101 0.171________ 0.411__________ ____________ _____________[ I 151 0,251 0.51 IFProject: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo VOID RATIO VS LOG PRESSURE BH N° : MBTP1 • DEPTH : 0.20-1.50 item*.—“" '"™ENT -- K\ \ PRESSURE (KN/m:) Tested by Date: Mulu Beyene 22/10/98 Checked by: Abraham Assefa Approved by : Date: Date: 5/11/98P.O. Box 40036 Tel. 42 06 13-16 66 17-lb MATERIALS TESTING AND FOUNDATION ..FAX (251-1)42 01 53 INVISTIGATION DEPARTMENT Project : Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : MBTP1 DEPTH : 0.20-1.50 COEFFICIENT OF CONSOLIDATION Vs LOG PRESSURE Tested by Mulu Beyene Date: 22/10/98 Checked by: Abraham Assefa Date: 5/11/98 Approved Date:1 0. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMENT ’roject: Client : Arjo-Dedessa Irrigation Feasibility study .ocatl on: Ministry of Water Resources Arjo BH N° : DEPTH : 0.20-1.50 VOID RATIO VS LOG PRESSURE 0 oo i- s Qg Oo >> 0 0 0.680 0.610 640 1280 (e,-e )/log(PJP,) 2 0.231 0 0 600 1 1100 1icoC0 1000 JJ PPRREESSSSUURREE ((KKNN//mm )) Tested by Mulu Beyene Date: 22/10/98 Checked by: Abraham Assefa Date; 5/11/98 Approved by Date:cu aONanavsnOR I. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 TERIALS TESTING AND FOUNDATION INVISTIGAT1ON DEPARTMENT Dject: Arjo-Dedessa Irrigation Feasibility study ent : Ministry of Water Resources cation: Arjo BH N° : MBTF1 DEPTH : 0.20-i.i® VOID RATIO VS LOG PRESSURE e, = 0.680 e 2 = 0.610 P, = 640 P2 = 1280 Cc= (• -o )/log(PJP,) 12 0.231 ,-sted ite: by Mulu Beyene Approved by : Date: \ 22/10/98 lecked by: Abraham Assefa ite: 5/11/98P.O. Box 40036 Tel. 42 06 13-16 66 17-16 48 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVISTIGATION DEPARTMENT Project: Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : MBTr1 DEPTH :0.20-1.50 VOID RATIO VS LOG PRESSURE e, = 0.310 P^KN/mZ) e2 = 0.757 P 2(KN/m2| 160 320 e3 = 0.680 P 3(KN/m2) 640 e = 0.610 4 a ,= v P4(KN/m2) 0.000329 1280 3vr= /(1*e ) a v3 s Avg.Mv= (Mv, >Mv )/2 2 0.000182 m2/KN 0.0001086 0.0000646 mJ/KN 0.0001232 m:/KN PRESSURE (KN/m ) z Tested by Mulu Beyene Date: 22/10/98 Checked by: Abraham Assefa Date: 5/11/98 Approved by : Date:W.O/Proj. No Date T7-074/98 1 30/09/98 Ln □ P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo- dedesa Irrigation Feseability Study Client Ministry of water Resource Location: Dedesa Description: Loko Sefera 1 sand GRAIN SIZE DISTRIBUTION jSpeciflc gravity | 2.55 I Cobbit Gravel Size Sand Size Fine Grained Coarse | Midium | Fine Coarse | Medium ] Fine Silt Size Clay Size Grain Size (mm) Tested by: Date : Checked by: Date: Tsiqe & Mulu 10/07/06 Abraham Assefa 12/07/06W.O/Proj. No Date T7-074/98 30/09/98 t:—n: J ------------------- 1 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Arjo- dedesa irrigation Feseability Study Ministry of water Resource Dedesa Description: Loko Bridge 1 sand GRAIN SIZE DISTRIBUTION Tested by: Date : Checked by: Date: Tsiqe & Mulu 10/07/06 Abraham Assefa 12/07/06W.O/Proj. No Date________ 77-074/98 30/09/98 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Arjo-dedesa Irrigation Feseability Study Ministry of water Resource Dedesa Description: Loko Bridge 2 sand |Specific gravity | 2.5S I GRAIN SIZE DISTRIBUTION Tested by: Date : Checked by: Date: Tsiqe & Mulu 10/07/06 Abraham Assefa 12/07/06W.O/Proj. No Date Y7-074/90 30/09/98 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Arjo- dedesa Irrigation Feseability Study Ministry of water Resource Dedesa Description: Borche No 1 sandW.O/Proj. No Date________ T7 -074/98 30/09/98 P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Arjo- dedesa Irrigation Feseability Study Ministry of water Resource Dedesa Description: Borche No 2 sand GRAIN SIZE DISTRIBUTION |Specific gravity | 2.55 | I Tested by: Tsiqe & Mulu Date : 10/07/06 Checked by: Abraham Assefa Date: 12/07/06 by :41 <oa| W.O/Proj. No Date T7-074/98 30/09/98 P.O. Box 40036 Tel. 420616^20601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Arjo- dedesa Irrigation Feseability Study Ministry of water Resource Dedesa Description: Borche No 2 sand ___________________________ GRAIN SIZE DISTRIBUTION |Specific gravity | 2.55 | i iMATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,40 Arjo- Dedessa Irrigation Feasibility Study Proj. N° Project: Date T6-074/98 30/09/98 Client : Ministry of Water Resource Location: Arjo -Dedessa Test Type: Direct shear Object : Sand sample SPECIMEN DATA TP/BH NO loko Sefera Sample N* 1 Depth (m) Sample condition disturbed Initial height (mm) 20.00 Initial diameter (mm) 60 3 Initial area (mm ) 36.00 3 Initial volume (cm ) 72 Initial Weight (gm) 109.60 3 Bulk density (gm/cm ) 1.522 final dry Weight (gm) 102.3 3 Dry density (gm/cm ) 1.421 Moisture content (%) 7.14 Specific Gravity Normal stress (KN/m2) 100 200 300 C (KN/m ) 2 0 (Degrees) Shear stress (KN/m2) 200 304 546 4 60 Tested by > Aneley Abebe Date > '14/07/06 Checked by :• Abraham Asefa Date :• '18/07/06MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Arjo- Dedessa Irrigation Feasibility Study Ministry of Water Resource Proj. N° Date T6-074/98 30/09/98 Location: Test Type: Arjo -Dedessa Direct shear Object : __ Sand sample SPECIMEN DATA TP/BH NO loko Sefera Sample N* 2 Depth (m) Sample condition disturbed Initial height (mm) 20.00 Initial diameter (mm) 60 Initial area ) 36.00 J Initial volume |cm l 72 Initial Weight (gm) 107.24 J Bulk density (gm/cm ) 1.489 Final dry Weight (gm) 103.4 1 Dry density IgrrVcm ) 1.436 Moisture content (%) 3.71 Specific Gravity Normal stress (KN/m2) 100 200 300 C (KN/m ) 2 0 (Degrees) Shear stress (KN/m2) 216 325 590 3 62 Tested by :• Aneley Abebe Date :• '14/07/06 Checked by :• Abraham Asefa Date :• '18/07/06MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Project: Client : Arjo- Dedessa Irrigation Ministry of Water Resource Feasibility Study Proj. N° Date T6-074/98 30/09/98 Location: Test Type: Arjo -Dedessa Direct shear Object : Sand sample SPECIMEN DATA TP/BH NO loko bridge Sample N* 1 Depth (m) Sample condition disturbed Initial height (mm) 20.00 Initial diameter (mm) 60 3 Initial area (mm ) 36.00 3 Initial volume (cm ) 72 Initial Weight (gm) 112.24 3 Bulk density (gm/cm ) 1.559 Final dry Weight (gm) 104.12 J Dry density (gm/cm ) 1.446 Moisture content (%) 7.80 Specific Gravity Normal stress (KN/m2) 100 200 300 C (KN/m ) 2 0 (Degrees) Shear stress (KN/m2) 186 310 520 4 59 Tested by :• Aneley Abebe Date '14/07/06 Checked by Abraham Asefa Date :• '18/07/06THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix F: Geophysical Survey- May 2007Abstract A contract agreement was signed between Construction Design Share Company an e Geological Survey of Ethiopia to conduct geophysical investigation (refraction seismic survey and Vertical Electrical Sounding) at Aijo-Dedesa and Gumera irrigation project for dam site investigation. As part of the agreement Vertical Electrical Sounding was conducted at 10 points at Arjo- Dedesa between June 10 and June 20 2006. This report presents the results the geophysical investigation (Vertical Electrical Sounding) conducted in the area. The interpreted resistivity layers are generally correlated with the neighboring borehole logs. The thickness of the overburden is estimated to be 12-17m at the spillway and about 3m at the dam site. At the saddle dam the overburden is assumed to be very thick (greater than 40m). Electrical imaging is recommended in addition to the planned retraction seismic survey. 21Table of Contents 1. INTRODUCTION 1.1 GENERAL, 1.1.1 Location and Accessibility Page ...1 ...1 1.2 OBJECTIVES........................................................................................................................ 1 2. GEOLOGY1 3. GEOPHYSICAL SURVEY3 3.1 SURVEY GRID AND VOLUME OF WORK3 3.2 VERTICAL ELECTRICAL SOUNDING (VES).................................................................. 5 3.2.1 Instrumentation and field procedure5 3.2.2 Data processing and presentation5 3.2.3 Data quality;................................................................................................................6 4. DATA INTERPRETATION Spillway Dam site, Left bank Right bank 5. CONCLUSIONS AND RECOMMENDATION ..6 201. Introduction 1.1 General 1.1.1 Location and Accessibility The investigation site is located in the Oromia Regional state, about540km from Addis Ababa, geographically bounded by 36 38’50’ E — 36 41 34 E and 8 32 34 29’52”N (Figure 1.) It can be accessed after driving about 460 km along Addis Ababa -Gore asphalt and all weather road. Turning to the right at 460km from Addis Ababa, about 80km dry weather road leads to the site of investigation. 1.2 Objectives The main objectives of the geophysical survey are: - To determine the nature and depth of the bed rock - To estimate the nature and the thickness of the overburden - To determine the nature of geologic structures if any 2. GEOLOGY3. Geophysical survey 3.1 Survey grid and volume of work Vertical Electrical Sounding (VES) was conducted at 10 points. Two VES observations at the spill way, four VES observations at the dam site (two VES observations on the left bank and two VES observation on the right bank) and four VES observations in the saddle dam area (Figure 2). The following table shows the UTM coordinate of the VES points and boreholes with their elevations. Table 1. Coordinates of the VES points and boreholes with their elevations, Arjo-Dedesa VES No EASTING NORTHING ELEVATION remark 1 2 3 4 242437 242560 243084 243129 941861 1368.9 941729 1377.6 5 6 ___ 7_ 8 9_ 10 ADI 244858 244620 244352 244079 243287 243264 243048 243103 243166 243226 942307 942340 942446 942505 942738 942962 942613 942549 942315 942299 942370 94252? 1342.4 1329 1357 2 1359.2 1352.2 1355.5 l336T~ 1325.1 AD2 AD3 AD4 AD5_ AD6 AD? ADS1 ADS2 ADSP 243313 243602 243070 244259 244748~ 242560 942643 942642 942370 942853 942503 "941725 3243500 LEGEND T f VES points • Brehole location Dan axis Spillway Saddle dan 1 I i Elevation contur River Figure 2 Location of bore holes and VES points, Arjo-Dedesa3.2 Vertical Electrical Sounding (VES) 3.2.1 Instrumentation and field procedure Scientrex made TSQ-2 Transmitter, IPR-10A receiver and 750 W motor generator were used for the surveys. The Schlumberger array was applied for the investigation. In this configuration MN (potential electrodes) are kept fixed and current electrodes (AB) are moved outward symmetrically in steps. At some stage the voltage difference between MN will, in general, fall below the reading accuracy of the voltmeter in which case the distance between MN is increased (Figure 3). The maximum current electrode separation was limited to AB/2=220-330m due to topographic problems. ◄-- AB/2----------------------------AB/2 A MN Figure 3 Schlumberger array configuration 3.2.2 Data processing and presentation The observed apparent resistivity for each VES w-iq separation (AB/2) on double logarithmic paper. Approximate auxiliary point method was initially applied on the raw ' lnterpre,allo?lr parameters (resistivity and thickness). c piouea against half current electrode da, “ for ‘he 5These layer parameters were used as initial model for more computer assisted iterative interpretation to obtain the final layer parameters. Finally, the VES data are presented as geo-electric sections using these layer parameters (resistivity and thickness). The geoelectric section of the spillway, the dam site and the saddle dam are presented in Figure 4, Figure 5 & 6 and Figure 7 & 8, respectively. 3.2.3 Data quality. The data quality of Vertical Electrical Sounding generally depends on the topography, orientation of the line, ground contact of electrodes and instrumental error. The Aijo-Dedesa dam site is generally characterized by rugged terrain and ground contact of electrodes was poor, which is assumed to affect the quality of the data. 4. Data interpretation The interpreted VES results are presented in the form of sections (Figure-4 to Figure 8) and also summarized as shown in Tables (Table 2-Table 7). Lithological descriptions of the resistivity layers are taken from borehole records in the vicinity of the VES points Spillway Subsurface information for the spillway area was obtained from two VES observations, VES-1 and VES-2, located in the north-western and south-eastern part of the spillway respectively (Figure-2) VES-1 which is located in the north-western part and relatively at lower elevation di layed four resistivity layers (see Figure 2 and appendix). The top layer, with 12 Ohm- ni res• t isuvuj v and 8m thickness, is assumed to represent the top thick soil horizon. The second layer haring 9n, thickness and 22 Ohm-m resist,Vi,y j,, gravel. The third thick (50m) layer that is characterized bvr oy theh. resistivity of 38 0 “mhpns i e may comprise highly weathered and fractured basalt At the bottom the resistivity raises to 77 Ohm-m due to decree and fracturing of the basalt. SS. if 6 (LEGEND sHty sandy clay Slightly to noderately weathered trachy basalt highly weathered trachy basalt Intercalated with skty sandy gravel nr highly Fructared and Jy weathered trachy basal Figure 5 Geoelecrlc section under VES-3 and VES-4.l l I I I I I Right bank VES-9 and VES-10 are located in the eastern part of the dam site between boreholes and AD5 ( Figure 2). Four resistivity layers are delineated under VES-9. These layers exhibit very high resistivity values (1460-8700 Ohm-m). The borehole log AD5 describes that thick trachyte body underlies the vicinity. Fractures observed on the trachyte are filled with white minerals. The high resistivity obtained suggests that the degree of weathering and fracturing of the underlying trachyte is less in the vicinity or the fractures are filled by high resistivity minerals like silica. Figure-6 shows the four delineated resistivity layers and their possible lithological description. VES-10 is located at relatively lower elevation towards the Dedesa river (Figure-2). The four layers delineated under VES-10 are characterized by very low resistivity compared to VES-9. The top 1.4m layer having a resistivity of 15 Ohm-m comprises silty clay. The second 653 Ohm-m layer is 8.7m thick . This layer is associated with slightly weathered trachyte. The third layer which is characterized by low resistivity (58 Ohm-m) is very thick (45m). This layer is lithologically interpreted as highly weathered trachyte. The rise of the resistivity to 195 Ohm-m of the bottom layer indicate the decrease in degree of weathering and fracturing of the trachyte with depth Saddle dam The four VES points of the saddle dam area are distributed in such a way that th two VES observations (VES-5 and VES-6) conducted along ESE-WN\VO 1 ° eastern part of the saddle dam. The other two VES observations V pq i nuns vt.b-7 and VF^ follow the NE-SW onented North Eastern part of the saddle dam (Figure 2 Five and four resistivity layers are displayed under VES-5 and VES (Figure 7). The top clay layer is Im to 4.7m thick. Underlying the 1.5-2. Im thick gravel. S °Uth § 10I l I [ I I L i Right bank VES-9 and VES-10 are located in the eastern part of the dam site between boreho and AD5 ( Figure 2). Four resistivity layers are delineated under VES-9. These lay exhibit very high resistivity values (1460-8700 Ohm-m). The borehole log AD5 describes that thick trachyte body underlies the vicinity. Fractures observed on the trachyte are filled with white minerals. The high resistivity obtained suggests that the degree of weathering and fracturing of the underlying trachyte is less in the vicinity or the fractures are filled by high resistivity minerals like silica. Figure-6 shows the four delineated resistivity layers and their possible lithological description. VES-10 is located at relatively lower elevation towards the Dedesa river (Figure-2). The four layers delineated under VES-10 are characterized by very low resistivity compared to VES-9. The top 1.4m layer having a resistivity of 15 Ohm-m comprises silty clay. The second 653 Ohm-m layer is 8.7m thick . This layer is associated with slightly weathered trachyte. The third layer which is characterized by low resistivity (58 Ohm-m) is very thick (45m). This layer is lithologically interpreted as highly weathered trachyte The rise of the resistivity to 195 Ohm-m of the bottom layer indicate the decrease in degree of weathering and fracturing of the trachyte with depth. Saddle dam The four VES points of the saddle dam area are distributed in such a two VES observations (VES-5 and VES-6) conducted along ESE-WNWof 4' eastern part of the saddle dam. The other two VES observatio V follow the NE-SW onented North Eastern part of the saddle dam\^ LT VES’8) Five and four resistivity layers are displayed under VES-5 and (Figure 7). The top clay layer is Im to 4.7m thick. Underlying 1.5-2.Im thick gravel. one nted south 10Low resistivity (16-17 Ohm-m) layer of 32-34m thickness is interpreted as sandy gravel/ highly weathered and decomposed and saturated basalt. The bottom 50 to 75 Ohm-m layer is assumed to comprise highly weathered basalt. Four and three resistivity layers are delineated under VES-7 and VES-8 respectively. The top 2.4 -2.7m thick layer is interpreted as gravel/highly weathered trachy basalt. At the vicinity of VES-7 the top 0.6m is covered by silty sandy clay. The second layer from the bottom is 76-80m thick. It covers the northern part of the saddle dam. The resistivity of this layer is between 36 Ohm-m and 44 Ohm-m as observed under VES-7 and VES-8 and it is interpreted us highly weathered probably saturated trachy basalt. The bottom layer whose resistivity varies from 93 - 137 Ohm-m is assumed to comprise moderately to highly weathered basalt. 11Figure 6 Geoelecrlc section under VES-9 and VES-10, dan site, Arjo-Ded»sa0 50 100 150 200 250 300 350 Legend MgHy weathers* basalt Hoderatly weathers* basalt Figure 8 Geoelecrlc section under VES-8 and VES-7, saddle dan, Arjo-DedesaTable 2. Interpreted VES Results of spillway, Arjo-Dedesa vm Layer No Resistivity (Ohm-m) Thickness (m) Lithological description remark 1 12 8 Silty sandy clay (top soil) 2 22 9 Silty sandy gravel 3 38 50 Highly Weathered basalt 4 77 - Moderately to highly weathered basalt VES-2 Layer No Resistivity (Ohm-m) Thickness (m) Lithological description remark 1 217 1.2 Gravel/ weathered basalt 2 294 2.7 4* 44 44 3 229 7.6 <4 it ti 4 37 33 Highly weathered trachy basalt 5 170 moderately weathered trachy basalt 15Table 3. Interpreted VES Results of Dam Axis, left bank, Arjo-Dedesa VES-3 Layer No Resistivity (Ohm-m) Thickness (m) Lithological description remark 1 2487 1.3 Moderately -highly weathered trachy basalt 2 3923 5.9 Moderately -highly weathered trachy basalt 3 774 40 highly weathered Trachy basalt intercalated with gravel 4 2355 — Moderately weathered trachy basalt I VES-4 Layer No Resistivity (Ohm-m) Thickness Lithological description remark _______ 1 17 1.7 Silty sandy clay 2 770 25 highly weathered Trachv basalt b 420 ----------------- 16Table4. Interpreted YES Results of dam axis, right bank, Arjo-Dedesa V Layer No Resistivity (Ohm-m) Thickness (m) Lithological description remark 1 1957 0.8 highly weathered trachyte 2 8700 2.4 Moderately -slightly weathered trachyte 3 1460 21 highly weathered trachyte 4 8314 — Moderately-slightly weathered trachyte/Rhyolite VES-10 Layer No Resistivity (Ohm-m) Thickness (m) | Lithological description remark 1 15.5 1.4 Silty clay 2 653 8.7 Slightly weathered trachyte 3 58 44.5 Highly weathered water bearing (saturated) trachyte 4 195 Moderately weathered and saturated trachyte 17Table 5. Interpreted VES Results of Saddle dam , Arjo-Dedesa VES-5 Layer No Resistivity (Ohm-m) Thickness (m) Lithological description 1 remark 1 32 0.9 1 silty sandy clay 2 14 3.8 , Silty clay 3 221 1.5 gravel/weathered baslt 4 17 34 Sandy gravel/Highly weathered, decomposed and saturated basalt 5 55 — Highly weathered basalt VES-6 Layer No Resistivity (Ohm-m) Thickness (m) Lithological description remark 1 78 0.7 Silty sandy clay 2 635 2.1 Gravel/highly weathered basalt 3 16 32 Sandy gravel/Highly weathered,decomposed and saturated basalt 4 75 Highly weathered basalt 18Table 6. Interpreted VES Results of Saddle dam, /krjo-Dedesa VES-7 Layer No Resistivity (Ohm-mi 68 Thickness Lithological description remark 1 0 6 L Silty sandy clay __ _________ , 2 522 3 4 44 137 1 8 Gravel/weathered trachy basalt 76 Highly weathered trachy basalt Moderately to highly weathered basalt - ■ ----- j J VES-S Layer No Resisti v Uy r Thickness Lithological description remark (Ohm mi (m) 1 101 ► 2 7 Silty sandy gravel h 2 36 80 » Highly weathered trachy basalt 91 Moderately to highly weathered trachy basalt 1 194. Conclusion and recommendation The Vertical Electrical Sounding (VES) conducted in the area delineated different resistivity layers corresponding to different lithological units, which arc generally in correlation with the neighboring borehole logs. From the two VES observations conducted at the spillway the overburden thickness is estimated to be 12m - 17m. The bedrock is assumed to comprise highly weathered and fractured trachy basalt. The over burden at the dam site is very thin (about 2m thick). The bedrock is also marked by very high resistivity that is in thousands of Ohm-meters indicating that the bedrock of the dam site area is slightly weathered and fractured or the fractures are filled with high resistivity minerals such as silica. The results obtained from VES-4 and VES-10 suggest that the resistivity of the bedrock at the dam site decreases towards the river (in the vicinity of the flood plain). The saddle dam is generally marked by low resistivity (16-44 Ohm-m), 40-80m thick formation This formation is considered as soft formation and the relatively hard formation which assumed as a bedrock at saddle dam area seems deeper (about 40m deep at the south eastern part and about 80m in the north western part) The interpreted VES results do not show the presence of structures such as faults and shear zones. Recommendations The authors recommend Electrical imaging survey in the area in addition t u seismic refraction survey to get reliable and detail subsurface information uon io the planned 204. Conclusion and recommendation The Vertical Electrical Sounding (VES) conducted in the area delineated differ resistivity layers corresponding to different lithological units, which are generally correlation with the neighboring borehole logs. From the two VES observations conducted at the spillway the overburden thickness is estimated to be 12m - 17m. The bedrock is assumed to comprise highly weathered and fractured trachy basalt. The over burden at the dam site is very thin (about 2m thick). The bedrock is also marked by very high resistivity that is in thousands of Ohm-meters indicating that the bedrock of the dam site area is slightly weathered and fractured or the fractures are filled with high resistivity minerals such as silica. The results obtained from VES-4 and VES-10 suggest that the resistivity of the bedrock at the dam site decreases towards the river (in the vicinity of the flood plain). The saddle dam is generally marked by low resistivity (16-44 Ohm-m), 40-80m thick formation This formation is considered as soft formation and the relatively hard formation which assumed as a bedrock at saddle dam area seems deeper (about 40m deep at the south eastern part and about 80m in the north western part) The interpreted VES results do not show the presence of structures such as faults and shear zones. Recommendations The authors recommend Electrical imaging survey in the are-. • 7 uie area in addition to the planned seismic refraction survey to get reliable and detail subsurface information 20Appendixri i >-2. Spillway, Arjo-Dedesa Irrigation projectNo Res Thick Depth 1 67.9 0.6 0.6 2 521.6 1.8 2.4 3 43.8 75.6 78.0 4 136.8 Saddle dam, Arjo-Dedesa, Feasibility studyAppar. Resistivity [ohmmj VESS. Saddle dam, Arjo-Dedsa Feasibility studyAppar Resistivity [ohmm| Republic No Res Thick Deptf i z' 1 1957.3 0.8 0 8 2 8699.9 2.4 3.2 3 1462.1 21.0 24 2 4 8314 1 03 [ 1® i X * (L VES-9, Dam site, right bank, Arjo-Dedesam irrigation feasibility studyAppar Resistivity [ohmml RMS-enof 1 1 VES-10. Dam site.Arjo Deflesa Scniumoefaet Conficuration Current Electrode Distance (AB/2) [m] VES-IO. Dame site, Arjo-Dedesa Irrigation feasibility studyTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY'STUDY' Geological and Geotechnical Investigation Part II - Appendices Appendix G: Piezometer Installation Detail May 2007uiQ6 9 PIEZOMETER INSTALLION AT BH-AD7 Steel pipe Cement pout Ground surface Gravely sand backfill Bentonite plug Blind PVC $30mm Clean gravely sand backfill Water Table Slotted PVC D30mm Callapsed section of the hole P ’e zomeTe? fhsT Beiune.h W TDate Due
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