BECHO PLAIN RECLAMATION
SECOND PRELIMINARY REPORT
J
[j Joircinav c civ Technical Advisor
hahono1 flo’er Resources Co^'^issigji
,V I
Addis Abate
July 1572BECHO PLAIN RECLAMATION
SECOND PRELIMINARY REPORT
D Jovanovic            ctv eng Technical Advisor
Notional Water Resources Commission
Addis Ababa
July 1972This B'jcond report
Pl'in kacli t it ion hie
Uoen prepxr ?d by the Dj&x 71 druich of th 3 K^tioml ,4a tar ^sources Com.iiiflHion  t’ru.r. jliiairy to July 19?2
t
jnder       th,-       lc'idirship       uf       D»       Jqvjvioviai           tcciini^il       ilvixor       of
thd 
It WAS financed DV joint oontriou tiun of A.V.A.
2i* E« 1j< P  4k ■ Uld il ii'H >FL* C * 
B
*
Th<_      following      personnel      participated      in      TialcL      and      off      io work:
TjGltjgiortjifci            Goicoa            civil
jajinnr
H15OB Giday 
Men^dshi Ar^ya
Hiilti Taffara Tachniciin
‘r
11
"
1
8/xhla Wo 1 dam 1 ch 101 Technician Gotachow Habtu^jnn ul Technician Fikre Anfiw
«
iw Shifw-iw Driftga.-ui
H.W.H.C H
ri
rr
11
A.V.A If.W,K.C
11
IF.     J     ivWvio     civ*     ari£. Techiicij. Advisor
Addis AbabaSecond  Pra 11  m 1nary  iicpor *  y  th.  _r.«jcla„ia ti,Qr' 
. -        -  —               —
dtInticroduc    iia Pl ta iin i c-n: ff T-jji Villager, inoGtly Plain is in tar *H<scted
3
flit 1 ind wituated ootw?w: Tdfki md nor tn tn’ vddia Auioi Jiiw highway* The
dy tli-* vwiBh Hiv jr ind a my af iCa
■tributaries,        During        flood,        ill        *ha        tributary        cr.'kn        carry        oxg 
amount of sediment ac bed loid t-H tsuDpunded
the steep slop is oe cne saoun t iiniu wtsri soon ntt the creaks meh
r
da&condmg in-ita. As nodman -9,
;*ntljr ul-J"3 , 
ire deposit id
river Has, Jacho Plain
Thd discharge c lpicity
the d-scho Plain is not high 
flood wave downoirsTii, tharifors choir o in ice
like ei.id ml of ill the cr
to tr innnit th*
and      the      pliin      10      flooded,      while      tha      velocity 
?f
uh<m
hay oric;- the coarse
■n ths
nilt reach -}ke within
*n tire
trj I'/jrtoppad tnt?r m
further reduced- Duo to th J the finir sedimante (rand vid plain and m tn a rivjr
the main etreajj a.Ld ;r^ Thio phenomenon. occurs
jxtrurii Jlly silt)
□.mail    Hit r velocityf ilr-c d-p -.ited an th a
i c ’
bdilq -
Thm .
u he
diHcbar* capacity of
..
■ ■ furt;. ;r r_laced
i-vcry y’ ir
daring the nig r-uny ouieon
iherofor<>  trie flood IjvjIo n*crd3J frar.1 year tf / ir. List
t
ynr, thu part of tha hijnway a-jjf Taj 1 Village war flooded cr-jiting difficulties for traffic
11 .
" ; • s jc t x on a
□f tha Awash Hivar iowndtrivi aevaral osstaclen to sh/
s;’ tn- jscho rl t‘l?w of water in th*
lin,
til 37S
AU V l* J sd
ire which
Th j floodad ar :a wu nivar Surveyed, *.j 43 
□I ito extant ib unknown* Ho .;jvi>r  i* wip ojtisul
izict      figur3
,
>
the flooded irn fre-a trial phatoe with fair wem ajiae this wea could ou smaller than d—LC JO*’ hi.
3 t " V-
isuaato
By no
f
leeomxn^ in iveri^j depth of on 3 us 3pth of eter only, the of water otorod m ths pl mi r ?ach---s 100 a;lligjj
sooho Plain flooding ie Donjfici tl to Kok in two different waya;
C tai     amount a mn
i Heaarvair- 2 -
Fir.l, i> ■ «*» >• ’ f"’ ’
1  1 no°d
rjctr'"lr' W
(litigating flood wives iownctriai Secondly, it s-tv.-l is l cjttiin&- that; incrjiBing the lifi of Koki
of tha Plain  md
tf
c.
rijhj£voir. at tha
titms, ajdimjntatio.i iddj to tu ‘ fertility t- - plain
1
itself.
It IB
could
lost*
On ttu other h-uid, is th.’ l*ka vary .htllow, the apparition rite fro,n the witrf ^Cscj in j<tr.'uly high, 
□atijritid th it it Lust 10—50 till oli.j of witer, wh havo boan Li£.»d for irri^Jtxfln
The Ci ret pral i^tr/iry report
-ui-itlonj which was pripirri i.itl siinitt M on 20—*nt
on th ) 3?Cho Finn rjcl-
dibizJ on Eonic Bitd vising 1*1*1 "iiri 11<jhtr  withcu* my 
t
surveying or other investigation work* In thin report r throe poBBxnl-j ways of d jcho Plain hecl mtion
1)
dy
conetructing d-t>ne for siorxiig all
of   tho Plain
2)      By  mcr-iABin,’ th1
ditxhirgj cipicity
war-j idUriK -rttod:
riood waters upstream
of ill orj.ke crocBing
-l)
the plain, within
□ nil! ono nr nor--
if thj pl a in
To oonbino Qt amative
th i pl .11 ■t.vl lowesttr-ji.r, of it | ind to otaiXjj r 3 jrvouru on tn ' downatrc tin side
rsc-eiv autf Ji tmg floods md sedi^ jntu.
1) f .) oy increi&ing ti. t flow
capacity       of       the tthioh c-vmot Ou thofl : JXceaBivj
crj.kb
on* * or th-3 jxcscs flood wxtjr.
l. t or -1    in 4pt.tr }£.-. rjsarvoix
To Jtori
t'IoocIf
jri niit, i coupons uiting
rjfljrvoir should oe ouilt downcsrein the 3xchu  so chit
t
In th. first report, pr rcrancs ;r
th.- floods m,i silt cm not t-u ich Kok- it jl jrvoir.
. 
1)
2)
ie technically *ud jaancuai whan coneid jrmg thj whol j
It W\S BUggJ3t2d thlt
,- tv;r. to alt irn itivo iltarniiivy
only if no sufficijnt litaragj could ba ichi3ved  '.nd whjn
ilt am-- *.lv r 3) should -ipiuiTy ups ci-d un of
Hulsjctod tlu plain
t
*. t Lb
i'aund tjchr.xc l'Ily . i
^conomiaiHy f31.siul_. Tn
-
n
~
1  di its xnd dxi. Liiv.xnt tgey
of each ilt«nitivi
Wjri -SCJS id in th
.       , * .
r  r ipQrti- 3 -
bjrtjfita.
Herewith will
if proposed ochjmj la ixcutod.
* declination or swampy 
- lu.OJJ ha which c
ould
□□ irrigit 3-d with utor id water.
-   PonaiD3.il,t/ of secured witar supply for people and 
cattle from scattered storage reservoirs on an area
of ibout j»N0 sq.kiu*
-   Eli-ninaLion of floods downstraa-fl of Koka
-   Saving aaout 100 mill cu.3 of water fro<n evaporation 
from aaaho Sw^.ip uvl *>00-1000 mill cu.m of water in ’
wet/ years from spilling water over Kaka spillway. Thio saving sjidc:
a)    PoRBioility of lrn^cuii, ilrtittonal .<?0-30*G00 ha
for which no sufficient water in Awash exiots today.
b)         Additional       energy       of       60       i^ill       kwh 
annually
which 
will De oDtiinsjd m Kokx, Awash 2 1 Awash 3 pow er
utationi, with existing aichinas,
- Production si 124 nil. kwn in Aolki Kun tare & Kc.aooloha hydro electric power plants*
-      Extension      of      life      span      of      Koka      reservoir
Dy 
r«jducxng 
BOdi.n-entation
- Complete rc.jal **ia.a of AwtnU water upstream of Koka d^n which .nains uicmn *i av*iri >* flow during dry 
t
years.
- Avoidance of thj r-jconct motion of highway it 7oji.
In conntction with 3echo Plain problM, i cairiubittau was established by the order of H.I.l-1. The conmittoj after
raiding the report, and discueBing it during several meetings, cuneiud ^d that no reco.nmindationn or conclusians could be made before cjrt-,in ourvjying work it done. The field, work wib executed, from April 13 to 'Jay 19- After surveying, computa tions and plotting m thu office, the following fuxid.vnontals
wsrc praparad:
- a contour map of Mulka Kun tare Dan (Du !J° 3 in I Report) with Ij^OO Bc-.lla.- I -
- A ooptotir .Htp of J.ilkl
scaie-
_ Longitudinal profil- of fcjlJca Kun tore bridffo (
- Craee suctions of Awxsh Xo.woicb-i witor fills (
Thj aoevo .n ips i id
with 1 * 50^0
-xh»Vtfli Hiv.-r fr.'i T-tji oridgj to O *•«) •
.Uvjt bod from ?ojl JridgJ op tc 2 J k..iaj on ^OO.n intjrvil. sjctionn Qouplji with t idi‘Clonal
6Ltj visits b"AVJ 1 GlJirjr pictarj of th! HhoLj prool^m md 
its aolut lontt, is w-’ll is jniolinj tnCr pr :pir lU'j-; of cost
jatl.mtion of thJ propound work .nor j prjcitjl/. fnj proposed 
a ol uit 1 □Jia to th 2 pro bi, 2 • r« 1 inrl th-i coat .isti ii --ion hj
presented in this II H ipirt, Jut, aj no news thii- Il Keport
should do considered is itu flail o.j.i* It is unly the o icond 
ipprDXi.n-itiou in salviag the pmolri.
For thi fjisi oility scud/ mi fin.il report, several
different inveetigatlent i.il fuld wark will m required. out
of which the iimn works ir 1 listed aelow:
Survey work if ill dame utl rjservoir Bit 2s
prpf
Lcngitudin      v1a£      ers^a      sect!*      u      of      rill      creeks     and     river     uz?ds within tin-* liechn Pl -in.
Dwaito invjatig-iti^ri which compria is core drilling,
p exji -*-it)ili ty tests, etc.
- Jot AOlish-M^nt ind ot>a jrvitiun or z
auiuo‘F of h/lralogical
ind ,11 :t dorolajic.il ntitionu 1.1 ,h-
DT.ain
The uumra listed lnvjt-ij^tiart
tnd fi^ld „■ .fie must Uj
pjrf ar.-n.in  : or ill the thre ilturn  ttiv.js,  so  thi L tioa of thj oout iltirmtLvj for th.,  firml ropjrt potaiDlj.
In tuia r:pcrt, inly tlio cons tr urtic-.-. Wurk 
thj field work is ion. (fUOVil of two ocaticlJS
°0d, construction if djl<n Kate up _•
iiHcuesji.       This       COxiutruotiBft       work       ..m       h.lp       to       r int.asity ind duri ti af fljQ,
th* a el ec-
Wlil DJ
□d
radaction oouli
aj<* J
Hydro
Flow .1 j inor J.'jntc
w:rs U
ltii it K
oki 3 un 
o-forx.
tlu    dt.n 
wie
constructor
On 
thJ
,i,<    ;ar. 
Rivir
upfitr
.    t
.    KoJc    , 
^L^nonto 
wjrs
tikin 
in 
only 
tLr.ja
pli^s. 
Af
t
ir
aonstre-
tion of Koki JUn, tns n-,ur.l Awwh flow
the Urg. rogulUxng chhcaV >f Koki devoir. 
up to thj pr^ont dies, t.Ls .iwinn flow a-i-i <?J ootn^d froffi dtochirgj through turbinas ul ovar -ha ..piilw-„>« Jut, figure iri r.ut Bufficiautly iccurKi. lasidao, l-ikiga ind supigJ loBHja from th. raearvoAr ui’ to th a iniceuricy of
1 dUJ to
19*0
flow oatiiiiation. Awash Vill y
gauging’ station at the upp tr unA 01 tils rlelka GorgJ, fror* which 
up to now. Howavjr* the c'ltcn.nmt u*ea at this Btatian is aoout >-*j ax rus larger ftridgo, which TiilciB it difficult to
this upper part of Awash liiver.
Authority jstaulishad river
Kok   •-   H   J6   jrvoir   ,   it
flows ar-’
ivailiol) from 1965
deter nne flow
Awiah /alloy Authority t -ek ante of Awash diver it Teji bridgig
flew 1:1 1 Bl igU
for two /subi
th^y
abiindLoned this station iuj to th 'mat ibl j river orb This
,7Ji*i a gauging  atitiun  ia
and flow aiu ibut j.iijii te will
jat     ial     isbid     at     M;1ki      Kun     tiara     bridge, 
□ -J tik-jh
fitartm.       .       this       rainy       saaeon. 
Such nua*rr: watur flaw d tin watir balancu Car thu upper pxrt af
cmndi serve ti; jr.taolish
nhj Awwa hivjt *ith
reasonable aoQLiricj. The onlf p?s..uilj way or c orc put mg flow it iOIIci Kuntur-j orUgj ie by rjdjcintf Malki Gjrja flows: ny ths ritio of c'ltchmjn* ir its. This baing Un r*r ox tripolxtion, cilsulitjd wiur flows will o  -j- th-, s.iij hi1< sine. ths
t
uppjr pirtE of ths evtohunt a tv. uigh.jr ninfiU ni-i nighjr rm—rf f—txrn. Bpiliw.y i,si-, nojl crleulrUona »ill bj Ois-Jd on aluuj a.utio.uj. «|u.ll«iy rioo,l xt Kot., Tl!. oy
(1.200 „„lch „lu
U
IBo rrtu of
"”  „„„ (CrJigx.-), -xb.^v.l,
„ lu, ir .bxx.nux ria,b flow,
M.tb opooxnc n,,0, n<m  a7 ,t.Jtl6Uc, rrua lif , 
vr_- -sDtiin-jdj
therefore, thin mjthod iq r-j.-ctrj.
li'or exanpl lf uum€ x
*b
BpaclfiC flood 
J* O, J - 0-5 ca..n/cjc/c<t;.fca frj7‘ Kok*
which      carrjopodda      so      A.nnc-ui      ill      “leoa-Jin      rivers      of c-itcM    jn*    ntr-'is    (llt000    nq.K-n.h    upil    lw~\7    4^.1^1    fl    jod t?      5-5,000      cu.in/s<?cf          which      thru      tn      f-nir      tijuc      r th;2 Jtoapcohnal ts it- ti-n iU :           .     7-. tli f-iaibdit 1
fm-3.1 ripart, *-L 1 pr-ol /f ui] rw 1/ J jn fio^i lUat Dd solved with  xrjvt ctr.j. Su; jf taj bcl .ntifis *11/ r c*ffiiz,sd 
th ■ niu will
? th Ln 1.1 J
#
?
Ajthods should Eu applied. i.dch it f-^r JitnplJ dSn . /n in' u pl^thod'S which can £iv. v ry rdiul rj&ult as in,; only 1-2 
yj-irn of oat^rvihon, Ph-3 t malar ydu.'S of uuiml flow mi Hpillwiy djeicja floods, for differplicae of th,- upp ^r Awiah Liiv.jr which lt ■ ,'lvjj -low, ekouli oj vjrifi -*i m th ? fy-iei Jili ty h tody.
Annual flowa of Aw~.cn Hvjt mil its :r;put iri js
Avjtirj fji" .i porio5 1905 - 197C1
Place
Lr itch njnt Ji.ra-i 4 fl -{ ■ 4X3
innuil flov
r
n=Afi
Al
C u * n/□ac
riivor it JijIk 1 Oorgi
"      11 Milfci Kun turd 11  KD.nbolchi Fills
" Teji ct33k
J iznot 1 on
11          " Hgl^U Ore*
J unction
-i. era 3k
■cci ar-jdk:
croak
7.735
1.300
3.J-D
3.340
7ua
tjjO
ux.7
-‘ 5 j>
4,00 0. ><J
J.4S
0. |3
2.10
0.09
0.1;
o.io
1.13a
?»3
6?3
610
I 42
123
200
140
45,0
25,0
22.0
19,0
4i 5
1,0
b,3
1.2
1- 7 -
———----
Plied
c ■ t. jLT'J-1
it CP-l»
11 a_ik tl
Al
ia&Jik     fl     c-*s
flew cu^/tiCC
sh Hiv .r
11             IT
II
• 1'          It
it          Koki
"1         ,4 »lka Cor.;-
11                                                 ?l jlKl K'jntLLT-:
II
rf         XOADOI tchl
II
II
ir
J l. Ct ion of
Tjji crjjk
11.^30
7.7JJ
*,3-.          1
3-9^5
>■? JO
733
c, >0
1067
735
1.00
1.1* jy
□.Ji)
0.33
0.29
0.07
 ;0b
0.10
0.04
1.200
JJO
470
430
, i-
350
Ji
6.3
120
70
1
t
1
H             II              ir           the Junction of ffolota orjdk
C                croak
I orttjk
1        cr j 3k
II
Monthly ii.il y flown iln-H si.mlirly. Monthly flows
10 CU.JH a”j ^ivcn in thj
il      difFj.rj.it      nl^.c-’F      will      oc      obt-
□f    Awish    ttiv    jt     it    ■Salk''    Clorja    in  ,1iw .
1967
L.O
1.0
10*5 
11*5
10 *L- 10.2
12J*b 414.2 276*5
30*2 17*2 16.>
93S.O
1966
1967
i960
: ^70
1971
u.<?
15.1
10.2
IB.6
U,1
17.6
162,2
651.6
426.9
43>&
11.0
7.9
t. 3
0.2
-4
7.7
3 J.i
k..y
-4 j. :
’55.;
296.6
45.
T J -
n-7
2d. 9
lu.9
•j 1*5
.11.0
XL 0 ■ J
251. s
t 1 * A
+ J-T * / k- » 'J ■ 0
40.9
lfl.2
1.5.1      ,
iy.3
26.,1
jo. 5
Jl-7
56 . t
6,-7
+11»1
361. C
334.0
24.2
13.5
11.6
1 US
it.a
■jo. 8
17.2
9-3
1 j . 2 |
l-l.l
■J 3 3.4
37.9
16.3 14*0
15.3
7-$
4.^
22.5
12.4
J’S-J 1
432*6
962.7
701.7
jo,9
12*2 98
1303.1
120J.. '
1212.-
!&?£•. 7
1-59.7
.
^337.5lvorago annual flow for thu ibcvo suv-m-ziir pjri rl is
1,546.5x10^ cu.m or 19 cu.ifl/ojc.
 8 
Our feeling is th it thin iverap flow ecu]’. not 00 
fikun ae *  avjra
n
B ‘o flow -‘or 1 Ion*; period, sine. 1971 year
waa extremely w-t one, Fir pt.rajj calculatione mi jnorgy production, an iv.inje flow ?f 15 cu.fli/tfjc(which ir m iverago flow of six-ynr with 1971 year flow uxcludud) ic used in this report. Thu Bi,.-yj*.r ivuraje flow iu ibeut di suialler
than tbJ average seven-zevr flow whan 1971 7—r ie tnclmbjd. 
There lb a Ion,., p-rio_ of rainfall record in .iddxc
AoiOa, out Ur.fur turn-tel.1.', these rilrtfill diti c win it jc correlated to iwaBh flows it I'ieliti dn',^, since alis A0101 rainfall is not rjpr-oJ.it itiv for -n .. wh-jlj cUGL>unt  which 
f
ic evident from th^ ruxt ttblj. Tlij firnl rjport .nust include study of lon^ tjru wjh.j flow, jisjj ,j < corralition 
;
analysis ufling ill JxisUn^°r
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T-      ■H
3      <1-
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CO *4       u
1
•
*
-
1
r
*
1
"* -“ -J
I
<1
1
+*
r‘
c
Fl
*£l
J
4-1
c
-*        O
>M
’*2
J       g»
"* ' ?
—1
4*
-4
E3
a
*>
, >-i*
r*
i *’■'
ir-4
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ir
-p
s ‘-‘>
:c A
—I rn
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—i
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r "l e        IE      4*'
d -r4 • ^4 a
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id    ■1*
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1--------------- •---------------- 1- 1C
Findia.TE md propagule
Th j Awash Aivir war i.urv?/H only downiere1 uir.cj the burvay of ill c; -<r oiti.i;. t- JectbJ P! require a vary long tun. 3jv .ral qost.acl--- to th 
water were located ir. she Wwh River oed down:.tri bridge. Moat of. th ?sa uwtitU ire forn-ei by jrav bouldere dapauitud in the Awash River ood fro.r. its Since the alop- of Awauh i- much a.ittllir thin
■ I’ .Ji Drid^t l3 : WOLlld
low of
L
C-\ji
il irtd
tributaries, once the
di.-unt reaches Awash,
tri but it i ae of i ta
t-i not do ice
cirriad  dawnatrexn  and  n  ttle fornin^ shallow
c-iusing  uottlxnent of Awich  r.jdi’a--n  t upatreim
&JCtlOuEp
jich xriuut iry
confluence. These obstacles
watar, aspacially wh'.?n th 1 wat^r level i- back water, which, is forned b/
flood wttcr leval in the pl iln than if tha oDstaclos wnot
form i oottlJ nank f^r flan of
hi£h» ’Lus | the
thd ij^t tl-
hi ;hJr *uid
r
ndcki k ps thj
for loru.-r period, Jy 1 imitating all
these oDBticlJE, both
.1 _      ridiction in flaol wu
the duration of txmj could Certainly
l.npoflBibla      it      thie      sti.jj      of      study      to out         quite         curt'ii.ilyr             uatr.         ruducsi^is couplet j reel i.nation of docha Flair;
oorrjctive ineiiiurji. ibtu. ^uch umtll reduction ii flood
jc tchi jvarl
1 *ivel It IE
fi ;ur^6|
ind
qux tc
giVJ pTJGXSJ will □■- s d ill j md 
□liiu: uj
■! oy theea
ldval    cm     De    .tor    j     hilpf    .il    to    th    j    kijhwiy    tA ni to
i. L'iculturo
oucauni I.H.A can  s._lv.  the proolam jm tr.is until th.- final rapart is nidi,  Out of ail only two ar * fornud by natural rocky outcrc
aitjhw
th jsc
;j temporarily ? LUI t ides t
■jn     lg i rocky
oink     on     km     11+0^0     protruding     j:.     the     lift     „iii     fjr
, 'Vuril
fl'Tire inside the river aid, uid tm
the rocky outcrop fro.r. th., x-iva.* uid km 14+400 crating small ripi.is.
Wo would lik.j to i.titj cl-jii-ly
-then      lh        moot      probably 
eovirjd □/ £fr
th t the r --oval of
on
•
gravally OL'S l teli£
has <iG con i in tie pro ti ably ever’
m
a.nall jr
5 = ^1^, fcidcj -the tnoDt-in.-s will lop .u»t ,L JW yed.^ ,
n>^ts after avery flood, and only the removal of r  . 
h    rocky b mk
ill ar. enduring work wi thiLkt jilr.j r>ip :a,* _,d.- 11 -
If only th-j tw ■ rac'iVj qOQtioios iro olinU’d md r^nnvad from tha Awmh iiv;r Dul  it u yasi-n-it jd that th^ ilow cipitity 
t
f  ths rivar durinff th j flood cmnot J- mcr msocL latiol). EBtx.nitsd reduction i.; Ln. flood 1 jvj! would s: iu/nt 1-5 ca only whiI- ratine t inn of Flood llir.it ion will
taro. Somo fiighjr sffjct could «□ nit,
ftoai thJ T-j^i oridgi down^troii ’.r.i jj.ioyod. In inis ciea, slopk of witer IjvjI COalfi i.-.crjis :A _’ri>ui 0.017L.x>to 0.1 
ind the diBohuifJd c.ioicity fro.v- i?prpxi ^aly ei.VBJD tD
t
c; oricticilly
/ if ill .3 4Stlcl-’B
cu.Jn/seG* Velocity will
approic- Ira/bJCp which cm
ar onion of smdy portion;, flood duration will oj \boui 10
excavation of ibout
□ f  th-j rivir oinks. Heduction of di/D. Tho work coiiEistE of
au*..i
jr.iv el, Fiad md .nr tn 
(
which will cost About 1.0-2*0 mill. 3th.J. if bmk protection
a.i rljualjd
■Jit t .wen
with ill thusu work Ionj, i could not j 2 ichidV-rd. For of nil river bed wit An the
CDffipl J‘ J  r jcL i iizt ion     □ I
:h^ flood
corntil d t i   r jcl •mtax i on  -Ml  LT£d;iMTlt
pllin      L5
Far    Shis work.
there is Roughly,
no d%ta to cilculit: th.
the jxcivi*ion cent will
doucl^-d or      tri pl jcL if
qmntiV of exc&vitian
iij 2-J .rill» Ithd. This*
BUM ’Will
Addition m-D ’ftda.BUj’JB or.
m order       to I*H*A ia coni'!    Dd
this wcrkt Tdjl CT;dk
to execute onlj- tnu work O.IUG3 upBtrex.fi jroeiUQ. rocky L.i.i gr welly porti
c an fee which wj iri This ‘fhjjtd □- ul
cur.j thit
lzl'1
;hks purpose i conclusions
io  ill  it  jly 
■fill not rj.aoiral of
jns rd km !•> pC tc fan 11+jOO ml from
kalj+lOCtelHiilixbOQpOut _-v^a this n.aill work clh u.j r/e.Oiixnandkd
[■-■F     Jx-icition,     only     if,     t     din     Inwtistr     jith     ;
?. hc
5             Finn, 
with 
■=nou -h utota^ m otm uerj-aue
b
u *a slU iB eon^Jr-
ucted in th, ^.Jxr
^-_s yjvr6Wj consider Jfalki la the tooBt ippropri it i
d economical r-nsoiu. intercept mast of the ejdi.ijnto
, st 1 
Kuntur* Dili (Dun Mo J in I Hiport)
Ch .
for tn in purpose frodi octi technical
Th rol. vJ this htoA’ip? will oe to
i ifl to .niLi -’iij -ill flood waves
of upper citcheinjnt o.Tor » th-v r ich Koki ,<ej jrvoxr.
This Jaji will □- omit on th? rig? of three w *.-*r fills
□r» Awash diver, with tho util h.-ijnt of lb-n. It will oj clever ind ratHoniDle to oiulf hylrnpcwjr plant after the U;a is constructed  oucause electricity cm □□ produced v cy cheiply. 
f
Qpstreun of the delki Kun: lit ,■ lucervoir, there is deo i witter fall with r-ipids in the AwinL diver :uir Cono.iltchi villlge, with i heid oi toout 40m ni^h, where mother .lydrupow ,-r pl mt could be built cheaply.
Description- ind_?p£ t
propose! J j .tedi it j work
A datiilod crosu sections am! 1 on^itirimil cuctuns ig well id hydraulic conputitinas ire jivin m i sapirtU report
rtf tch-ad to this one, while only the uu.ae-ry is .jiven below!
l) Th- rjinovil -i cw._ j^st^ol y,
;
(i) Th-j First Oogml - fr,ni kn 1C+400 t_o Lr. 11-^300 Goultn Ji 1 clock of r.ck etr-tcmi..; inside
th- river oad fron th; 12ft umk, whivh his
resist-?-! ill .roeion forces of the river up to now. This Denticle b_--s net Jiiku .ach ficturb— ince t tn- flew c? wdter iurinr; th low flows, 
□ut jdui'iuj
:1jws th? wo. ter 1 rvd »night rise
4
severxl * »ntii.iit ?te« It iu fer-d id adj ice nt to 
tne juncci .l _ l" •tLiioroi. cruK. Jj:a
rock
ml sdi i entu f the Jib.jrji or.-jx id-j 1 
□hallow iitr ch th - riv-ur i-i th J length of
ejv-’T.lI hundred .Lot er h.          i?h . t jt< excavation
IB
ti - 1c.iUtd.T64 OU. Which costs
xuout 22 00C 2th.3.- 13 -
( d) Th., S jc jnl O'jet iclj ~ fro»a k. lj»7OC to fan 14+&CJ IB for.'jj''. at tr> j juncta m L/Qcn crook« It
nj-rx th;> tli ’ j.</ o-itzr.-p in the river oed
ic C'Vered jy *i vel ’Urxitr! oy L/jjh crjek,
th.rjfjrj, it .... ii/t pjsciole tj kr. ••* how much excivitijn ..ill bd m rock ml jravel. The total KCiVAtiari wj ' ' irno^nt Jp to 21 9X1 cu.m which coatE \oout 49 OOO 7th.
t
2) rfdlk L_Kim_tur ■ w
; ~t ’- 7>.
r
Tnia ^corijj :in
d uh iri th nxrraw .•
uputrean of th ar id J .
ind the curr jQpOi. ixn ; a
dat ar .iin ad. Jiily if!, .r catchment ig niile, It
h.>ij;tt of the dan will
thj ras^rvoir at 2*Q69ra. 4jvati>;i.
□ lJOt Lined           oy constructing i        ii if th 2 civ a r bed juot
2 h j r j x r ad Blur ;.;-j capica
j . i height, c
lid t) i ..Tucinely
3 0 J pl J t      3 X      jdy uf th ‘ whole app «\rs th it   the minimum
bi at tier.ml        water Lev<*l in
Thj da* hiB to sonutruct^d in ouch a way that it could eventually bo raised in tho future. The total cost 31* th.- Ju ’’or noml w it er 1 wl, eljvatxon 2060m
is 5* 1 .mil 3th-,• 
I.; thic ti.i, .11 nccew.uy pxp,s
in-.! ether hydraulic s tract-ir jr m i.icl ud-. 1. The hniricj exp, for tutare hy!r pnvr .-r ctxtiv:; will be ecnotructed and :rnrth th’ dia, ind plutei at the downstream foet nf */nc i . In th- later
pipe will b unplxyjjd nil .ixt-rtdei up tth_ power
hous«. A letiilrl description a: the dnm i~ £ivan in 
th - description of .laika Kantar j Hydroelectric P jw jt Plant.
this
Sum.aar.7 >'T I
„ fc
1.
2.
jr
Kul-rdv^I K Moyal
Of     th     first     □ostj.oI;     from     k.a     10+JuG
of th. 
»OHtacl2 fn.i faal3+7'X’
3‘ ConstructiDs jf 4 >lk^ Kungur . D^;
t:? f- 11* 300— 2 2,000?.* t ; <_i 14+800- 49-222 "
71.000 "
...................  5.441.370 "
To6Ut- 5,512. o7C "PuBcriptiot and C3LX
14
>n _;>f A2AitiohiL_U^£k_j£Jth£ pr p -iM'l j-m/nadiuc j One*
Thia conmetf th- w ?l>:
near futur-J iftcr ch. 
whi ahcdll ba
.t • "rf-rk ie -fn- xr
ux JC
it ad iri
15        finished Dncn its
1.      ■?nlarga^OTt       of       th.       nvur       a »1 1 ’wns:tr ,i" of kra 0+300 to k.T; 16*000
□uf:ru
.jV Jft T:j;
the
it Crain
2
J
Mjlk-i Kunxjrj Hydro electric
Kointtoltchu Watur S'll ?aw ;r Pl ;;.t
P>war Plant
1) Salat ,,em<?nt al tb— nvjr vud_fro.ii k-i. O+OJU t ■
The 3action of the river truiu k:i 9+bOC to Jeu. li+OUO could
□u considered is repr jf nj tut ivcr i;ihc-j thj river hm no curves
I
in ilign-ient ind th* cr^ss suction lb r .-gul .r.
KU 104-COO
By jxciv*tiag the hivj the sxne d pth And
jJigI i other part of the
tutiva crJflc Bectrm on
Wiitcr ldVJl fro.p □•□I76>nto koi 17 + 940 rjinxmB tn j su
• ix c iv i t i n g 1u  t11y w i IB UBt ll.ltdd tC Or 1’
up 2-J times if i r
inticip-ted. Th,
s.n $1+385 u;4 iacr rising
nvor bad to
tlK r u prison-
r.l■:«pa >i* "tli«-b
'),lisp ;i Chut l^w wit.ir 1 jv-i
r
i 1 LG Cifor-J JXC.tV.lt I JU. Th J
j: it
ul *-he Thia Ti.jurn
t • t il
c-? at
A ..
will Jj mirjiticl ul
1 -|/s 2C, tiQ
that       surly       portions       f       riv 
in
*iueh in^-hur ost
Ehsul-l. not stir*
a
>x  jct-s. f..r thin re
t
D  IxJTij i
»++
i-l ju sjrvjyi.] * work
e
■ ill 1 ih cue ?
, thm work
.md j f
in or i.‘jil ’ □ p”'j|j
1
ir
- I or icis-..* cist
w rk hLs tr b<r ‘-n 
n
Very sinil
■r
-p.     11
“the r       •re ’ks
within Bijchi Plain
, but th 2 rj'i tj± tndot
- h i si
l--rgin      th.in      tnat      da&crlgjd      -i.jove      uU      thu      cust suver-ii million Sth...
v Kun tixre Hy Lr rlactric P ■•.v._r Fl -n t
Wilx ^TIGUDt ta
Phj Q-un will ba built in tne rv-.rr w part ca- river bed 
100m JPBtrJ±17( i:f aKlli-
ir h
. - ircfL c„.- -_
c     tL hL=thw:
□ri
b- th
aixika of tin. 
^
rj r  ,;iCy
.j, . Ci)cll
ir. thj rlvar aad( thsrurirj nu ltPficultr/L’ i'.it f
ti ari 0;- 15 -
thti fcw ir'J JXP-ct rJ’ jspjcLdl/ l jt iun. At tha iistitico qC i^u’. I'n: ,
th.2 
ty?’
fills ir  'lavslopjJ -ij ’;h ■ -'A'
J
1 11
i.
the  total JirfdrjftO in wit r 1 -vol 31 Ibr. otuiy 16 'n:vi0’ invcatijab* - Lnvoe   i fi irt-ij I^rbi ill -inj .1 fs iijnir- w
thr :-c coas-’CuHvj wit jt-
f turdHC jock, with
Uhjn rjisioility
pornidibil-V tqflts -niiSt
In this ropox’t, with upstrivn rJinfcra’.-! supporting th-J njm^r in-1 -
u i • an.. though th j r^ck looks hirdt
bho -laift is f rsjjn is i rjckftll typo cuucrata .ijflbrirtr t.i! dry rubol-i aushin
L-. th fjisioility stud/ .iirruT-jnt
typjs th j- iuisz md rockfi 11  tad
hiv.' to ccncr -t struc t .iru .
□ 3  is bull-id (j.irbhfill, 
ayrth
j r lABonry typj), in orl .r to obtain
T
this! uiofit j cun untie
Along thj iLpatro-L-1 f j>t cushion, i dninL-?i
iir:iiii th-j piarcnlntinj wit r
grout int' will jj P'jrfor-n -*d frari bhj gallery.
Spillway is f&rsj-ui <u will h'tvj titres riiii
ta   ic   jap   wit   jr   1   jv    il   .s fitting thj flood. .■'■ r
o;' th j ,ii j.norin- mA
in forrijjn which will
! in.1 Gontrcl s-upige.
I Irnnup 
r.t 1 -ft j ink ni th- riv .r. It
try ruebla
.-erv- to
wil
JcsitliBf
I t? J-Flllrd
git 3S
u. .-.'ith do
£1-* >n kaijlit
1 is
-a th-a i !>t _ jijvitiDn
tuv r.\8j.. thtf u.pjjr
t
partL.^.i
T
(jit-ti will oj ciwistrucc.j*i j.scdlj -f.tj, □, ih it small
flcoda caul 1 oj disch ifgjd lutnom ■. tic.lij Lt co:iGt..l wUji live!. Thjsu thro., g-.tos could It sen ir lb’Jt
’it WLtjr LjvqI oa al -viti ;r  JObU• -)0x  whi 1 j apxllwiy iesi^i
an. m/ B J C
(
t
flood with uitcty fictjr if 1.1 if. 1.1 x IfO - 5-20 cu-m/aac N th 2,i frsubotrl, tn-? .ni*iiun c -7LCity tnc spillway  whan 
_
t
flood wrcjr rnshdB the Grup.t «r
09> cu..n/sa, Thus, th sL-^v'd c -;p -ci ty ll mjtxn jti t j I ft>r further 25 million, eu..n  which will ^litig-iC-i 21 
t|
alevitio;. 2062, io
nt th j
flood pnk. Tha Jmj
miffht                 without
Biufe Of th2 eplllwiy -nd 
g4imie8 enough nfjty of th* h* 
•. r?ck£ill lu^, a^ill □v-jrfl_iw
i; t            Thur-:for., the -’nrasuari
ir. quitd ou?fici.-nt to
Spill.xl16 -
wrter IS furth-r cirri existing arch on Ige, right bmk of the rivjt’i
by . l
t. J
i h b
£-: 1 j c        .
left Dink- first tyims thJ
Jnjr.^y if
aceon 1 wit’.-r /ille
:‘_L j. Lin 2
the J - JJ? Will thj hzilricj pinj w-.in1 will
k .;l Trn-znih ’hL' ick nily the
Will bb
j lip; 1 ,«jd l=i
1 _* t 1 _■ w C
ipo for j^P-
reservoir, Aiea wi'j ajtvj t.
cflnat^UCtiart will ilaa
wit-r in
i liv^r.-i t' th
pip£ luring W  t_r fillo where
itt
will O'.'
Th j h^iiricj c-:i mt will a J r unforced concrete pipe
support^! by irch ^nsonry bridge whun crausnuc e.mku oi' water
fills.
Taking into acc/unt th-i tLilr-cv cm’iAit will J v jry 
abort with large r-E-rvoir J-hiad il, tiu possibility of
building the power Flint, wiln.it urge t is si. >'Jl . be ixivest-
i^i"t a*!-. Liie power hu.JLi j will bj cut in th j 7-t^aG 1 rocky banks bc th it UH trice emd will nat - . required, Swi touyird tad trinefciTiu?rs cc*Qxi &-j o'*-sly Pl -c-ei jn the Hit pl in luovo tiles power houo >■
The height -if the ionft txt rui yet cn.-uou mil r. might be dot errain jfl only lftor all jth?r uputrei'n r ei> . rv ire ind de a
si-2G ire studied* Jut, n n 
liii-ly th-t u higher lam
will □□ raquirjd m ord sr to h lvc ■sifji jr stortge. frjii tile fTiph if the cost _f oterjl WiUr fur
it !□ evident th ll -it n lies in n/aK factor or. wh c-2 d--.n height fiit t: re : tci.,.;, 
bai. j vhe
Mi f.r
height,
with r.jnnii m iter l -v ’ b 
uf 10O mill c . . 
w^tir in  prieti&ii:
. , i "? . , . .7. '. 207^?,
frr 1 'h
r jraiclm
. 
jpjlI (D*GU-U.O46 ’Hh/tti
ca.. j t..
thl i tr, Gilt,
BhOul,
□
c __ t nf Btored i)t rh-ir^forc,
J d .. lor 3   flocdn,
L
□r «lt er        r
jgiil i tl'Ui -e tc. ) .
L’lc-ii c pr nj y th-e
a
hjight jf th-* li-n t'jj-
h
-      optimum,      put      this
at'iJy
□ f the whJi ? 0 
jnu«, m/e jc. H
.a
Il .s             br1 J ktai.-nint..
it-lF IjVjI kt :i -ViU'-n 2D 7 Um will
t J L-
ving v .jy
£|j-rt L j ;.tlc _•
flow
c n L .1 l z iFad a
l-*rc >
r hery ir :.‘hL: nt jt
r _■ i yr.r, iwl •   1     Lil^t ll 1
the
Part ,-r
; 1V ] . ; , J 4.
.
. T. / I . c -
rho    IL t
t j      (0, . ■,
TL ll-A    -.JldVJl tllJ reservar, wi
7 nr w 1 n © E*hG aid h. l v j 1* i «j,h
17 -
th irx LVdragu figure of iK>»4 ®. jfficljncy f^r ill hjii vxriitione*
Instilljd power will dj 39 MW
Annuilly jner ;y ,. rad act ion 10 -.bout 91x10 KWH Co a;
Dim (l/5 o* 
t)Vl1
C "3 j t) * * •    * ■ •     a • ■               * '■' ■'
Heidrace      r-c      pip-s      ind 
. t ink
. » ♦               a a a
P jne tejcieb • * *            * • - Power      house      with      txil Turbines, genaritare
trie CiT.il - 1 <
and uaxilJiiry
TrinofoMJrb        ui<l        ewit ahyird... Transmission Lines
ft «    ■           V » ■
oqui iXrrjnts
•» • % * - -
110 KV Trin^iiisci
Ui,i Lino 
15 KV
Contingencies wl o-m
<i
u
* ■ * M - IB ft a ■
IB B • «> IB B - IB B
Tut il
l,020.000   3th 250.000     if
JOO.000    11 700,006     11
j^o.ooo H 600.000 II
200,000 ■ r 600.000 11
s,920.000     1*
infraction sup.j
rvi&xon (I?                 j1,0jd.OOO     M
Ta til
r>9bO.OOQ     0
Thu cost of proiiCul xa-irgy m cilcul.it ud >n the
following taisis:
1) Annual cLuprjci iti n u, cilculxt-n j.i tiu jgUh. 1 t ^U. useful life of structures and squip.unts: (using incjr-eat).
Dim
t<»C conduits
Steel pjnotaoks
Power house and txxlxrtc^
CUI l!
^arhinoc, ■ an eriters e
iuxi 111 .try uq Li 1 □m m t
TrinafaiTn ?ru w. 1 cWxtciijarl TtijiBnission Ii.ljj
mdafin Lt j 50 y.'-rs
30        ” 50
27        ” 50       ”
with st
tew .fn                         50        "
with woaj tawdrs
20b)     Tixos      ml      ifliinncj      ir      1          iBSOfiji      ta   Li_- 0^ Of tn? U>Vil cost of th-! projjc".
c)
fl)
Tfrw ictuil tot.il isgii£ijd to DO b,r Annual opuritian
coi 5 of acrijy f-r tn - h/lro pl mt ie of t?._ total c-ibt of thj project* and ui iin : ni inc lu canputil jf. thd
□ tsis of th? inetiilal cnicity »r th- plant
Sstim-ition of itinixil --pr-jcvitian
D 1/T. ( 1 132 0 • uO0 JC. 0 . L}G 1 ) i ■ • . « . H-vlracJ r.c pipa ‘ini sm-gj sink
e*«
3 c40 Sth. 3
t
(>u 000 x
(
0.00j7o)
1,195
■i
P^natoclt ^4Q0|i)00 x 3*115) Power tioubj with tulLric^ cmd.
***
-. v - ■«        »•. = Ofoc*o
(JO,:, 000 x 
0*00 173)
3,316        II
r
TixTUinae,  guviratora nrl rather luxilli.ry4
•jqaiprn^r.te (2, jy>,0 J0xD.01d)..................................... . ...
Trinaf or-Airs
Trinsnuaa ion
with
wi tn
ml bwitchyird (b00,000 x 0.015^
Lin 3b:
Lti.-l  tQWJFb  ^2'Jij  J  Jo-3  iC  .  d'J  I’8) w >□! Low >r.Li (bOO,000x0.0JUJ}
Tjt.tl .uiuLiil l jpr _-ci l cion 
..= 12,300 * /,000
tl
IT
■
ii
-WO
. » . -d J j 017
Zt'! .
laxas mi uiffirucj 10-53= x 7iJ^3 CJo) ...
t
34,117
59 7yO
f
c)
■i)
To     tai     coat     of     W1.7     (•.     x     7f9!?3,OC^)
I•
/InniAil oparit^o*. ind »n .1.4 Total Tkiuitixl cost ’.,2 , Total inn uni pF cd me-ic Co ct of priducod ■?norjy-
Q -• G C
« ■< ■'
■I*
177,490 110,000 711,
ii
■I
it
ujff^y
-y- - por :l* IU'0jJ5t. 91 1- 3*000 KWH
711,397 IE /dX, w
.itsjut a.J
:i,?07C<? Sth. J
/KWH
C Qjq j cl t ch i F111 c 11 / r
Thi plant cunslutu if .!
will b-i buj.it ln rocky i?._
-1 -Lt£l
c ?nts/. T
ill
>■  - t Tfi nich  which
f
md (nt.
J3| W   OBJ 1Jn
ji
.ij rL. . 
„
t. d.y, U rj( it Lpin) irj auffici^t.
f-miittion i  _
rj    xp clil_ -Vlljt, 
EU
-•'J.f.
“I. It.
W5l.it qL‘ pjvrg 
I Jt    jF nr. \l in tho 
J   •' 7'-1 ; u ( 5m h j i t _ :w , jig : 1 ffical tx _rp 
,- LkV( rtj4i
.
into tha
open-o-
a  canil 3-nout 2 tan 1.1 Un. th, exexvtt »d pxrtly 1% the rock
.xc-iv^ted      in      the      Let't      bar.<      -.      th.      river      mavo      tha      w-.tor
Wi th 
'trice witer level jqatl tr. the nareiil wtt. level
n.f      Helkv      Kuntarn      Reaervoir.      J'or      thia      reisen,      the      n      rtd      of      thia
-jwer plmt depends on the
h i^ht of tJu i ;lki Kunture
Dai ind thiu hydro alec trio ; cwerol i,t t coaid oe da signed, only 
sftar Heltai Kuntux e '> i.’i h -i.-ht is aehetai. In mis report, 
the held its eelculit till 1 Oi? f l ■- I'.L- ii w iter leVil 'Lt »4 ’ k -i Kimi ire Dim ELjv. 2 0c3.*u
Ao this plmt n *.3 ’ i ritr.. r Ion iiu idr lc j cm ! ini nu Btor^ge behind. it, th 1 oc-w-.t pl-it will bo j.nBtillod Jti 2 x 
Qiv* i.o* 2x22 « 44 
AvviIioIj nit hoid ls 2? si
for noranl wiUr Lavol i.i _1K i Kuni-ir-* rjuorvoir cn ZQov. 206G in. F-Jiaibility etikl/ ahoulilao consider th. possibility af using additional haul iori.-i, low witir levels r. Edica
Kun tiro rjscirvair T in. which 
tnj pirt of powir housj in cl
tikroiTiJG uinst be saoiflargei. Txlliricj cinil will oe v-ury short allies th - watir will ba liijchcrgr.l directly into tr_j upper
and at 4-slfci Kantara m,rv ir.
diachar^ ;70 CJ bfl/3(lQ.
.
Installed Power
AV jr a             3. n n U. 11 ly p £• a _uc J ^Uctxm ono-y 
jj x l0- <<WH
C
P’S’i etfcZa
5ol>,qoo ^th.c
■KJ ,000      "
- oO,  COO
J
”
.'0,000 ”- 2D -
Turbine ffsn-ritore i-m oth
Tr-incfsrmors
Trinaiisiswn Lin^r
iiixil.il iry
iqai pr.untti
630,000
3th.3
... 141.000
1’
■ ■ ■ .» • »
110 KV Tr i ag.-. 1 bcri on 111?
V ■■       « • •
l tQQO.OOO
If
15 KV TrinsjTi-sian lin^ Conting^iciJU mvi concU'jcIlcm cn
?A-il
i-irvi ci
(1^)
To *il
6jJ.GOO     'I*
j, HO,000 •f L70-500 II
5.1 tO-pOO
II
Thtf
-1’ i.iauil jj?r!=utid , tix.’L md
;l
tot^l Guet
M-lki Kantar j
.if     monjy, utnft'l lif q£ 
 pjrttion
nuJ. a unt .'iKL.nja ib woll is \nd jcjnusod 1 (jr
*j-un i.l P'-nJ-r Plwii, 2qu-Ul> ippl/ K'Onboltchi
Fxlla Hy-lroJx-jctrie Fqw.t Pf-rtt
i) Sotim^tion of qmirtl dLi^r xii-i bion?
Di      vjrm      an      wjir      with      -jt      (500,000      x      O.DOZj      1,000 Headr'XQ-> cmil ir.d fcrahiy (900,000 :t
■Zh.v
O;.0O-l?B)
1,3.02
PajistoeJce , .
Powijr hudHd with tixlricz ciml ilSOjO^O x
(. 30,000 x J.01 J 4,200
ip
H
a. 00-473)            2,0.07       t!
TurbmdL, ^njriUDrn ini utiur j,uxi’lL*r/
jq £1
.111 t S
11,3 10
If
Trins?forairu 
switch ^irt (l "D OD it
t
ChtH ;
4,100
II
Trias in is tsl on lin^n
with •stj-il towers (l (OOO.OlXjxu.
OC 17BJ
i,7iiQ
if
with wool tav-rs (6oa,oa.a*t>.0iO3j
10,1JO
ip
To til -intiml i-jpr etii it i on
17.50?
1|
47,9-J J
E t h -
Tuxjb ind inDUrucj
x JJJC
1
- 3 -  j)
l<
c)
dj
Tut3l   3.iEt   af   uemsy   (b%   .   5,1   Ju,   -jGC   '■ Annuil ipj-itii. ml '^lnt sl-!.;
Totll -\.i:-. i-.l cost <jf t' 2 
Tatil mum] product in >r jy 33,000,Qua KNli Cost of prirtiicacl tt.
- pint
j -, -30,000
0.012b
3O3.43C      ir
J-.CjU     11
424.042     ■T
•:th.c/]Crti[
"r ub.
jwh.Bj? T" Which include Awish Hivjt
ill rtl.iC Vi i- £
-V
f ,r
jju
th
In, or I
tv
r jcl 1*1 i - *
-J- t
th !
t
l a
3jcn Pl iiH continue
study or
lavst in
Klhi cur J Din
Jl
X t XU pl itn
t 11 1   i.Ll_
U; ./ , 
□      Lr iwn:
h . j _ h g ill r 11 ■. t17 ._
•.n 1 iceur cy vhu clx it
„ Ul ilU
f jllawirtj  conclu&i .4 _ c r i;
1)
2)    Prior to this sfi-ly, fi.i:
.jxu jwhar-• in xhiL r.p rt| 3)    [f it it r-iqair it., t ;rt witn a
j uv ; •’  ;
r
JfiUXLd 5 :
,-.ti in in .
;rt-xxn -
'■in j far in-ulki
.ork as liatud izt j 1
. rk iui.ii-jcli rtuly r
wj
-’il inly tn_ ull
j'Min         ; work ti
31mtinG jxcxv 11 j. t r /n
f
putr. ■. tn- vwtsn rivjr dj!
1 <- r JOO. Th: xOJVj work eh
xf [.lelki Kantar 1 Lun is n t
1 *.t J.
:VLl         .1’ rnsky m j1: in 11 -
ml jTT.v-.tlly 3 50 mi
il d   □y iL      ■* :.us DJ .>';X3
ji .r. :  .raciri
; tn j L.ne
4)  Thj cost j! metric
□ f j! -ctrxc oturar j/gIucjI in 1 th hydro-
K j..u:. 1 tch* Fills
Lg      viry      chj      ip      uH      c’j.TXitjtiv      with fro.n Kok.  u»’,sn 11  th III wi
th j           jr&y pruducuii
t
r
• I ”t” _S 1 X 2T J' A           Finch ti,
which cm bj cljirly 12 ■. iv > • ’Ji*
51l r. •; tittles
Pl in t
Instill    jd    1 cxpicity
(KW)
nV J?.  - An.+'J s.1 1
•Srr-jrgy
tio  x KrfK)
C .=! t .
Pr. ljcj-'l sluctric Slurry
b
Jt-.. 3 mtn/
K.flI
d'J’JJTCj
K -ki
43,*00
110
2. 10
K-pu’vtion cojiiniscion
ilwish £1
32,000
1J2
2* 5b
Hirzi
-iW'-Eh III
32,000
132
-.36
E IT z 1
Pt nchix
99,900
539
1.00
C .nr.iz j3 by XW.R.Cwith 
g • “1 _■ arit-Xrii is fcr kl
Kitaturu nnd Ko fiboltch «.
Klints
39,000
• ■ ■•*
0. :U
JhW.H-C.
9>500
33
1 • 30
JMJ.K.C2d
It io I't’-jr sf ■ "
■' 
n i j.-l th it x-^XPA jr.iuld giv«* i
cxrsfull      tjclmxc      il      -.nA      jcmmc      c      nail      ;r      >tiuit      t      thj&3 twa pli.iti. wtiaiin,. L5LPA h~jh t-.uicn liiu
v-jt.v n-ir •'■ tilJ
Kuichtj F Jk j*- Flint,
(ibuax C-7 k"), iu:;c . .Ijctricit/ fr u tru tw. ?lmto 
Qjul - O’lGily LLC 'F/uLUt ;r.L lllf. tii j ill t . TC tin/UCt jd 
syat’t.ti witiiuut uush xpn. ■..
■j      If,      h-'7JJVJT|      for      cjrf-ia      iiuUJib      JJLPa        bun      rut      ru'-'A * /
120 x 10 KWH i Mji.'t, j. 
int .ronncit I ays-, t j i, thi ikv- two plaits e.uld 
/jvrly m its
fcria an in.i^ m i.ri;
•    *' t* jl-atric 13 up si/ to
tns rithjr thiCKl/ popul it J rur -1 ir.x (of m-irj than 
1*000 sq.km) nurr
O ) l1 h J TiU.1 t 1 pUT {- ?f«
th- Juts ind Ucha Pi tin*
i"‘ Sj-H J‘*-l 4| 1 4 Sliilt Ito 1 - 1 iij J J" ]J 1 Ei • 1 j
with iwy GC'.t’jr; l" tf i'V :. iT:.-  ui,* rj-jul • tLUf litor-gnu 
r
.Lni r jcI .i
x , it will provide p-«ta.ole w.itar far
icffijstic «iL ini e'Lt:. , ch-, x-- dL-utrin rtjr<y  nd
t
uacn rh riit r ;c iri
t
k i uit: k !ut Jhly I’or this ;riip
Jut tlso  ■?■ r ,-jninj i'-wnettu  iiU jT  tr .- ir_-1 will i _c k._
> i€ion; j lia* il jn • th 2 Awiflh pl I*. . ’huv, m L’jw yiirHj this
v-i-j. Hfga. m" u_lf supporting
ja ?riJTii^ unit,, win ah - ■_/ . _;ij cansi Ic-r-.-l is i r.jrlnl
r
for □o iptiT’. • tji *i
niiibilir fiitur il r urctf j jci-i -Jill ti /.
”.t *.f oth^r ir-is with
,
-                M -•
J. r • (fc vic ni’.\
-cnn i  ‘.1 a Jvi: -jr
f
*. l.- d:3,-.
A3 dis \biui *8th JulyList of
1)      Proposed SchJiflJ for Juchw Fi nn it-’d in lUoj » IS 500-000
2)      Lvout ol~ Aw tsh Icivir jjwjja Fiji ariljJ /-
Ko-ucjlchs. w*tjr
1:20.000
V) Longitudinal urofil'J of nwtah ttiv jt oatwjun 
Toji
, 500.
mi ,! ilkx Kuntiirz □rxag^ 1: 5Q*000
4)                     KuntLLTtt rjBirvair, contour -ft^P 5)      l^lki Kunture rjaemir, zt^rojj ©*tp teit/ carves cj ) ddlki Kunture Hu, spillwt/ -nd jitzu
7) lelka Kin turd D^un, 1 *,y-cmt
3)    rfalki Kunturj 3t i, Arnst1;, ConcdJtiun
J) Xdlki Kuntur* Dim, r^ak-fill cypj cros^ u-jciun 10; rfilki Kantors Di..., cjsl •.j*; hci -n tibia.A’-' 2
AWASH RIVER lay-out
» *e.«oeAWASH RIVER
F»o,iu:
—. -r-      -  ■ t ■ ■
•«>     ■     ■■
Km • •■£*«*
■MELK* KUNTURE OAM
RESERVOR MAPr
-
• —
- -*
—2
r~
-•
— —
60 00
—
-
—
-4
I ..
—J
1
L
I
1
1
------ 4-
t- i
r‘"v*
—r~
7/
■■ ' T
J
f
-
/
/
E
j      4H—  i—
u,.—
/
J
/r /
,/ -f
li/
—
L|
MELKA KUNTURE DAM AWASH RIVER
STORAGE CAPACITY CURV
V
L—;
r
L.1 T: r '
1
25
4 15
p1
17
BL
QO 1 no
9
-
10
1
3.
15 16
Areo in 10* sq.m
23             24
230          240 Volume in IO  cu m
e
0>eoort.
T MC OAM E/«v 2o«2 m
L ' VW «£ POPE
■ TRUNION PIN
- ----- GATE ARM
longitudinal spillway section
DETAIL
OF
OF MELKA KUNTURE DAM
radial GATE
BOTTOM SILL Cl" 2055m
y o 
*
o
10
20
30
40
hr-
90
100DRAINAGE GALLERY
<oo
MELKA KUNTURE DAM
AWASH RIVER
*OCK FILL TYPE-CROSS SECTION
LL? 1 T
“
GROUT CURTAIN h DRAINAGE PIPE6900
6 2X1
099 129 *2
660 0
6*901
026*199*6
uino/s M»3
OSl‘>Z>*OlJ
• Oojojfi |O •****
Wft8 |©40l
006*198
009*999
OOX’699
%O!
uoiJDiintuoo ^uo|t|a  ^
4t
088*06
006*198
009*999
%0f
«eou»6u||U^
088*061
091*99
099*99
0X6*99
%l
• |U»WAJ4«U| uo||»M«mv
88O‘6i
000*619*9]
000769*9
009'C
000*216
000*009
000*098
i/« 0 3 000*21
•oytOQ
uonopdojdi3 p  -j
u0
000*09
000*096
000*09!
000*091
000*096
000*99
000*601
000*62
000*661
000*006
000*091
000*091
000*099
000*09
000*092
000*091
000*091
000*099
000*99
000*09
000*09
000*61
000*89
000*969
000*09<
000*091
000*091
000*098
000*09
000*09
000*09
000*82
000*908
uincyoOOOZ
0<J /O 00*09 □ 0/000*021
“i/iooe
“1/1009
**3/1 MI3O8
UI3 6
••*09
• •>09 »dl^ UO'UBAIQ (8X5) ttioo joij»s
u> £ 0 0 « •Old •’OH PO*H
m600U
006*9
OOO’OX
000 *021
000 06
000*092
000*9
000*01
000*9
006 2
009*9
009*2
000*2
000*6
ui no
ui no ui no
uo*oN
— 
UO||OAOO«3
(09) 2*9089
uOftMMQ
96p»*8
<o»in«S
000*66                       00071
000*962*1
■■ 7
006*9
009*1              ""3/9 M*306l
000*96
000*06
000*62
000*02
•qj®0 puo t||D>
■—
00<r006*6
000*062
000*962?
OOO 991
000*969*1
OOO’XOI
000*262
000*81
943 91
mi no
11111398 9988^
000*66
000*099
000*09
000*999
000*92
009'fiO
009*9
mi no
• iqqng 81Q
♦
000*9
000*61 'TRfr-----------**
OOC'OH
000*20/
• <MJ imj Xiiiuo^O
OO6‘6
OOO‘ZJ
000009
000*81
000*2
000*83
000*80
000*12
8 913
096
"*VS MI3<
------------- —r
9 Ml 3 10*0x
006-6              uin^g M43
ui no
ui no
• 3tt0i<MitN 9 9
OOi|paB3«3
1 MI3**!,
it >> rr~V31 > *T»»M9 46
AmuonQ
______________ 21 19R90N
•8IM •HUH
9I0UUHS3 K03
uj d Q a jniunx o^||B^

Summery

Becho Plain Reclamation Summary

Becho Plain Reclamation - Second Preliminary Report (July 1972)

1. Project Overview

The report examines flooding issues in the Becho Plain, located north of Addis Ababa, where annual floods deposit sediments and reduce river capacity. The area floods approximately 8,000-10,000 hectares annually, storing about 100 million cubic meters of water.

        Key Benefits of Reclamation:
        Reclaim 8,000-10,000 hectares for irrigation
Secure water supply for people and cattle
Eliminate downstream floods
Save 100 million cubic meters from evaporation
Generate additional hydroelectric power
Extend lifespan of Koka Reservoir by reducing sedimentation

    

2. Proposed Solutions

Three Alternatives Considered:

Upstream reservoirs to store flood waters
River capacity expansion with downstream storage
Combination approach of alternatives 1 and 2

3. Immediate Recommended Work

Work Item	Description	Estimated Cost (Eth. $)
Obstacle Removal 1	km 10+400 to 11+300 (rock obstruction)	22,000
Obstacle Removal 2	km 13+700 to 14+800 (rock/gravel obstruction)	19,000
Malka Kuntura Dam	Primary storage structure at elevation 2060m	5,441,370
Total		5,482,370

4. Hydropower Potential

Plant	Capacity (MW)	Annual Energy (MWh)	Cost of Energy (Eth. cents/KWH)
Malka Kuntura	39	91,000,000	0.76
Kombolcha Falls	9.5	33,000,000	1.28

5. Key Recommendations

Continue detailed studies of the plain and dam sites
Conduct comprehensive investigations (surveying, drilling, hydrological stations)
Begin immediate work on critical river obstacles
Consider integrating hydropower plants into SELPA grid or creating independent rural system
View the project as a multipurpose development model for similar areas

6. Attachments

The report includes 10 detailed drawings covering the proposed scheme, river layouts, dam designs, and cost estimates.

Note: This is the second preliminary report, with further feasibility studies required before final recommendations can be made.