PHOTOGRAPHS AND PAMPHLET ON THE CASCADE SYSTEM ON THE CHIRCHIK RIVER

• Document Type: CREST
• Collection: General CIA Records
• Document Number (FOIA) /ESDN (CREST): CIA-RDP80T00246A063200340001-2
• Release Decision: RIPPUB
• Original Classification: C
• Document Page Count: 55
• Document Creation Date: December 22, 2016
• Document Release Date: January 17, 2012
• Sequence Number: 1
• Publication Date: July 11, 1962
• Content Type: REPORT

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r ?~
CENTRAL INTELLIGENCE AGENCY
we meaning VI the
18, U.S.C. Secs. 793 and 794, the transmission or revelation of which in any manner to an unauthorized person
C- 0- N- F- I-D-E- N- T- I-A-L
DATE OF
INFO.
PLACE &
DATE ACQ.
USSR (Uzbek SSR)
Photographs and Pamphlet on
the Cascade System on the
Chirchik River
THIS IS UNEVALUATED INFORMATION. SOURCE GRADINGS ARE DEFINITIVE. APPRAISAL OF CONTENT IS TENTATIVE.
pl& ge n" t1e
REPORT
DATE DISTR. July 1962
NO. PAGES 2
REFERENCES RD
English-language pamphlet, The Chirchik-Bozsu Multi-
Purpose Scheme, Moscow, 1961, published by the USSR Ministry of
Agriculture. The pamphlet is illustrated and outlines the Seven-
Year Plan proposals to develop the water power and irrigation
potentials of the Chatkal River, the main tributary of the Chirchik
River. When detached from covering report, the pamphlet is pt
OFFICIAL USE ONLY.
2. The following photographs
Gazalkent. Chirchik River upstream
from dam.
Gazalkent. Chirchik River. Three-
part panorama of dam and sand traps.
Gazalkent. Chirchik River below
the dam area.
Gazalkent. Dam on Chirchik River.
Gazalkent. Sand trap at dam.
Gazalkent. Slide of dam.
C- 0- N- F- I-D-E- N-T- I- A- L
X JARMY X NAVY
x AIR X NSA x OCR
(Note: Washington distribution indicated by "X"; Field distribution by "#".)
I N FORMAT ION REPORT
..r
awl
an
SENN as WM.
X NIC X DIA
I N FORMATION REPORT
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Title
Gazalkent. Entry and diversion canals
downstream from the sand traps.
Gazalkent. Detailed view of sand
traps at dam.
Komsomolsk. Hydroelectric central
Komsomolsk.
Komsomolsk. Turbine room
at hydroelectric central Komsomolsk.
Komsomolsk. Power lines and canal
at hydroelectric central Komsomolsk.
Near Chinaz. Syr-Darya River from
bridge soutWest of city.
50X1-HUM
A
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The USSR National Committee on Irrigation and Drainage
OHIRCHIK-BOZSU
MULTI-PURPOSE SCHEME
50X1-HUM
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The report is compiled by engineers
yoisseev B.Y. and Nikolaev I.R. by
the materials of the Institute
"Sredazgidroenergostroi"
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In the Chirohik Valley, one of the biggest cascades of
hydropower plants was constructed during the period 1926 to
1953 in the Usbek Republic enabling the improvement and ex-
tension of irrigation and land development in this basin.
The completion of the Bossu hydropower plant, the first of
its kind in the Soviet Union,was the dawn of a new era in the
development of such cascades. The Bossu hydropower plant play-
ed an important role in future construction of similar plants
in the republic and particularly in the development of oasoa-
do projects.
In 1953 the 16-th stage of the flight, new Bosse hydro-
power plant No.6, was put into operation and additional units
were installed in the two upper previously constructed stages,
Tavak and Komsoaolskaya.
Hydropower development on the Chirohik River was stipula-
ted by the possibility of complex utilization of its water re-
sources both for generation of cheap power and for covering
irrigation and industrial development.
The Chirchik River basin lies in the territory of three
>?o~,,,, republics: Uzbek, Kazakh and Kirghiz. Its catchment area is
11.5 thous.sq.km. The length of the river with its tributar3
Chatkal is 360 km, the difference in elevations between source
and mouth being 2,100 a.
Annual river flow depending on water flow years varies
from 3.7 to 10.1 bill.ou.a, and discharges correspondingly vW
from 25 to 2,100 cu.m per sec., their main annual value was
230 ou.m per sec.
Water resources of the Chirchik River basin were studied
in detail. On the Chirohik and Chatkal Rivers sites for the big
highhead units were investigated and planned, defining the
technical potential of power resources of these rivers. The
most effective cascades within the boundaries of the Chirchik
River basin are Chirchik'and Chatkal cascades, their speoifi-
catinn is vi vain bw1nw in Table 1.
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:Parame-:Length : Total : Number : Rate :Power capa-
Item term
.kw
: : of : river : of :of river :gradient: stages :in sq.l~:thouI i
Chatkal
cascade 179
Chirchik
cascade 206
1,500 2 17 900
619 20 16 960
The Chirchik cascade was completely developed in the low-
er reaches of the river by constructing the Chirchik-Bosse
power and irrigation canal.
:Leagtk of: Total : Number : Power
Notes
Item =seinikm
:gradient : stages :tho s.kw~
.
Chirchik cascade
Riddle Chirchik-
Chirchik-Bossu
a)Chirchik
40
27
198
104
3
3/
`
625
to be
constructed
constructed
b)Bossu
.45
185
8/ ~
335
c)Lower-Bossu
94
132
5/I
The Chirchik-Bossu section of the cascade is fed from a
dam-type water intake structure; it has a system of irrigation
and power outlets and irrigation escapes.
Flow discharges of the canal provide for irrigation of
150 thous.ha and water supply of settlements in the Chirchik
Valley.
The dam foundation is composed of conglomerates and pebb-
le. Its headworks include a concrete gated dam having 5 spans
each 14 ^ long; as earth dam adjoining the concrete dam form-
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the sedimentation tank having 6 chambers 155 s 18 in also,
adjoining the concrete dam on the right bank. The head on dam
is 8.5 ^. This structure provides for sediment control and
supply of water to the diversion canal, maximum discharge be-
ing 280 cu.m per sec.
The first stages of the Tavak hydropower plant and gomao-
molskya hydropower plant are similar in their impounded
head (35 and 31 a) and capacity (87 and 74 thoua.kw)s they
consist of a reservoir, 4 steel penstocks, a power house and
an idle floating ice escape. 4 units with radial axial turbi-
nes are installed in the power house.
The third stage of the Chirchik cascade is Ak-Kayak hy-
dropower plant. Its head is 37 a, its capacity being 35 thous.
kw. Irrigation canal Zakh takes off from the reservoir of the
hydropower plant. At present the canal provides for irrigation
of 30 thous.ha and in future more than 70 thous.ha.
Ak-Kayak hydropower plant is the last stage of the Chir-
chik cascade.
Tail water from this hydropower plant enters the Bosse
canal which in the past being only an irrigation canal had
its own semi-engineered water intake from the Chirchik River.
This canal is the main right-bank irrigation canal which
runs in the vicinity of Tashkent and through the town itself.
Such canals as Karasu, Salar, Kalkaus, etc. are fed from the
gain canal, the total irrigated area being 80 thous.ha.
The Bessu River gradient of 185 a, the length being 45 ka,
is fully utilised by 8 relatively small hydropower plants.
The tailrace water from the last stage of the Bosse cas-
cade,Aktepinakya hydropower plant discharges into the Lower-
Bossu canal, which is the continuation of the main canal.
Thelower-Bossu escape canal flows into the_ Syr-Darla
Rivernear the village-of Chinese. Its total length it 94 ka
and its gradient is 132 a. It is fully utilized by 6 hydro-
power plants with power capacities varying from 5 to 20 thous.
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int! catsutlua Vi Lvwoa-uv..-.. .y- -r---- --
during the period 1934 to 1953. This period is characterized
with the introduction of new irrigation structures and designs.
For example,for the first time in irrigation pra,tice dams
were constructed by the hydraulic fill method.
Chirchik-Bozsu power irrigation canal has a varying de-
mand on the Chirohik River flow throughout the year.In order
to increase the water supply of the hydropower cascade,to pro-
vide further irrigation development in the river basin, and to
get additional power capacities the Charvak reservoir is plan-
ned to be constructed during this Seven-Year period. This re-
servoir will provide for seasonal flow regulation of the Chir-
chik River.
The Charvak reservoir, with storage capacity of 1.5 bill.
cu.m will increase winter non-regulated discharges 2-4 times,
and more efficient utilization of equipment at the existing
cascade of hydropower plants will also help to increase power
25 per cent in winter.
Moreover, the construction of the Charvak reservoir and
mighty power plant will facilitate the control of daily dis-
charges within a wide range to cover peak demands for the lo-
cal power scheme.
On account of the Charvak reservoir it is possible to
guarantee water supply to an area of 340 thous.ha of the ex-
isting irrigable area and to extend the new territory under
gravity irrigation to 15 thous.ha.
The site of the Charvak hydropower plant is situated not
far from the existing dam which is the main headworks of the
Chirohik-Bozsu cascade.
According to the proposals the bed of the river channel
will be dammed by a structure of combined type which is to be
constructed of local materials, its height being 150 m and
volume 16 mill.cu.m.
The main tributary of the Chirchik River is the Chatkal
River. It is of great importance for complex use of water
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stages makes its capacity equal to 900 thoua.kw. The upper
hydropower plant, Barkauk, has a reservoir of long-term regu-
lation with a storage capacity of 5 bill.ou.a. It will asks
it possible to increase discharges during the vegetation pe-
riod in mean and low flow years. In future the irrigated area
shall be increased to 700 thous.ha.
The complex of power irrigation development in this
densely populated region is one of the necessary asans of fu-
ture cotton development in Uzbekistan. It can be achieved
through increasing areas with gravity and pumping irrigation
and through cheap power generation for production of chemical
fertilisers to increase yields.
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KacLag
40mrrofl yyvvuw - 6oacyuarur euuOOcmaauuri
egrpsy..., rc
ti' *
A
vvn.w.eo.rx f +*.
naO..~WM rJJw ~K v
5q,6ser..rz r^ R
Legend
0 Existing hydropower plant
0' Proposed hydropower plant
,J?' Designed hydropower plant
Fig.1 Scheme of cascade of Chatkal-Chirchik-Bozsu hydropower
plants
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Fig.2 Iieadworks of cascade on the Chirchik River
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Fig-3 Derivation canal of cascade
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rig.8 Yalamin escape to the Syr-Darya River at the end of ca3cade
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Fig-7 Lower-Bozeu hydropower plant No.3
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Fig.6 Ak-Kayak hydropower plant fno.1
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Fig-5 Komaomoljekaya hydropower plant
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Fig. 4. Tavak hydropower plant
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USSR WAC 32nD GAZALKENT 41 33 N 69
CHIRCHIK RIVER UPSTREAM FROM DAM. F-
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USSR WAC 328D GAZALKENT 41 33 N 69 45 E
CHIRCHIK RIVER. DAM AT RIGHT. PT I OF 3 PT PAN.
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 11 1,....111 1 .. I I i
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1-11
USSR WAC 328D GAZALKENT 4+I 33 N 69 4+5 E
DAM AT CENTER, SAND TRAPS AT RIGHT. PT 2 OF R PT PAN.
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 I III III III
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USSR WAC 328D GAZALKENT 41 33 N 69 45 E
DAM AT LEFT, SAND TRAPS IN FOREGROUND. PT 3 OF 3 PT PAN.
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 1.11 1111. III
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50X1-HUM
USSR WAC 328D GAZALKENT 41 33 N 695 E
CHIRCHIK RIVER BELOW THE DAM AREA.
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USSR WAC 328D GAZALKENT 41 33 N 69 45 E
DAM ON CHIRCHIK RIVER.
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USSR WAC 328D GAZALKENT 41 N 69 49 E
SAND TRAP AT DAM.
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 i.. III 111H., ,. Ii . -'A---- --
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USSR WAC 328D GAZALKENT 41 33 N
SLIDE OF DAM.
1-11
6945E
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USSR WAC 328D GAZALKENT 41 33 N 69 45 E
ENTRY AND DIVERSION CANALS DOWNSTREAM FROM THE SAND TRAPS.
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 _ i1
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USSR WAC 328D GAZALKENT 41 33 N 69 45 E
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 III III 'I Lt--
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USSR WAC 328D GAZALKENT 41 33 N
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USSR WAC 336A KOMSOMOLSK 39 36
HYDRoEL cTRic CENTRAL KomsomoLsK. =
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 I I' IIII. III
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USSR WAC 336A KOMSOMOLSK 39 36 N 67 05 E
HYDROELECTRIC CENTRAL KOMSOMOLSK.
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 L J1L t
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USSR WAC 336A KOMSOMOLSK 39 36 N 67 05 E
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USSR WAC 336A KOMSOMOLSK 39 36 N 67 05 E
TURBINE ROOM AT HYDROELECTRIC CENTRAL KOMSOMOLSK.
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USSR WAC 336A KOMSOMOLSK 39 36 N 67 05 E
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USSR WAC 328D CHINAZ (NR) 40 56 N 68 45 E
SYR-DARYA RIVER FROM HRIrCF SOIITHWFBT OF CITY
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USSR WAC 328D CHINAZ (NR) 40 56 N 68 4+5 E
SYR-DARYA RIVER FROMBRIDGE SOUTHWEST OF CITY.
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USSR WAC 328D-- BEGOVAT (PROS NR) 40 13 N 69 14 E
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