kala bagh dam presentation by wapda .
DESCRIPTION
KALA BAGH DAM Presentation by WPAD . . . (WATER AND POWER DEPARTMENT AUTHORITY)TRANSCRIPT
PRESENTATION TO OFFICERS OF KHARIAN GARRISONPRESENTATION TO OFFICERS OF KHARIAN GARRISON
June 25, 2005June 25, 2005
WATER AND POWER DEVELOPMENT AUTHORITY
WATER RESOURCES AND ISSUES
2
PAKISTAN’S NEED FOR LARGE DAMS
• WATER SCARCE COUNTRY AS PER GLOBAL
CRITERIA
• RAPIDLY INCREASING POPULATION
• DEPLETING ON-LINE STORAGES
• LARGE ESCAPAGES OF UNCONTROLLED FLOOD
FLOWS IN SEA
• EFFECTIVE RIVER REGULATION AND INTEGRATION
OF EXISTING IRRIGATION SYSTEM
3
WATER APPORTIONMENT ACCORD 1991
PARA-6
THE NEED FOR STORAGES, WHEREEVER
FEASIBLE ON THE INDUS AND OTHER
RIVERS WAS ADMITTED AND RECOGNIZED
BY THE PARTICIPANTS FOR PLANNED
FUTURE AGRICULTURAL DEVELOPMENT
4
WATER DEMAND
• POPULATION 2005 141 million2025 220 million
• URBAN POPULATION Currently 35%2025 60%
• TOTAL AREA 196 M ACRES
CULTIVABLE 77 MA
CULTIVATED 54.5 MA
REMAINING 22.5 MA Needs Add. Water
• To increase the crop yield requires additional water.
• Net Crop Water Requirement 2003-4 77.4 MAF2010-11 89
MAF2024-25
114.64 MAF
• Domestic Demand Currently≈ 4.0 MAF2025 ≈ 10.5MAF
5
WATER AVAILABILITY Vs POPULATION GROWTH
5260
3888
2751
2129
15551282
1066915
858
34
46
65
84
115
139.5
195.5
167.72
208.4
0
1000
2000
3000
4000
5000
6000
1951 1961 1971 1981 1991 2002 2010 2020 2025
YEAR
PE
R C
AP
ITA
AV
AIL
AB
ILIT
Y (
M)
3
30
50
70
90
110
130
150
170
190
210
230
PER CAPITA AVAILIBILITY
POPULATION GROWTH
WA
TE
R A
VA
ILA
BIL
ITY
(M
AF
)
PO
PU
LA
TIO
N (
Mill
ion
)
1234 m3 2004
151.11 Million (2004)
6
ARABIAN SEA
Chenab Rive
r
DISPUTED
TERRITORY
INDUS
RIVERKABUL RIVER
Ravi Rive
r
Jhel
um R
iver
Sutlej River
LEGENDMOUNTAINS
DESERTS
AREA UNDERIRRIGATION
AREA THATCAN BE BROUGHTUNDER IRRIGATION
CATEGORY AREA (MA)
GEOGRAPHICAL AREA 196.0
AREA SUITABLE FOR AGRICULTURE 77.1
CULTIVATED AREA(IRRIGATED + BARANI)
54.5
AREA UNDER IRRIGATION(BY ALL SOURCES)
44.4
ADDITIONAL AREA THAT CAN BE BROUGHT UNDER IRRIGATED AGRICULTURE
22.5
SOURCE: AGRICULTURAL STATISTICS OF PAKISTAN 1998-99
LAND USE IN PAKISTAN
Indu
s R
iver
Sindh 3.6 MA
Punjab 4.3 MA
NWFP 3.0 MA
Baloch. 11.6 MA
TOTAL 22.5 MA
7
AVAILABILITY From Western Rivers at RIM Stations 141 MAF
Above Rim Stations 5 MAF
TOTAL 146 MAF
USES Above RIM Stations 5 MAF
Canal Diversion 106 MAF
TOTAL 111 MAF
BALANCE AVAILABLE 35 MAF
WATER AVAILABILITY IN PAKISTAN
8
ESCAPAGE BELOW KOTRIHYDROLOGICAL YEAR FROM APRIL TO MARCH
30.39 29.81
9.68
45.91
29.5526.90
17.53
52.86
17.22
42.34
53.29
81.49
29.11
91.83
62.76
45.40
0.77 1.93
20.18
69.08
33.79 35.15
2.37
8.83
20.79
80.59
20.10
10.98
0
20
40
60
80
100
1976
-77
1977
-78
1978
-79
1979
-80
1980
-81
1981
-82
1982
-83
1983
-84
1984
-85
1985
-86
1986
-87
1987
-88
1988
-89
1989
-90
1990
-91
1991
-92
1992
-93
1993
-94
1994
-95
1995
-96
1996
-97
1997
-98
1998
-99
1999
-200
0
2000
-01
2001
-02
2002
-03
2003
-04
YEARS
AN
NU
AL
DIS
CH
AR
GE
(M
AF
)
AVG. (34.7)
Source: WRMD WAPDA
Source: WRMD WAPDA based on data supplied by Govt. of SindhApril 2005 1.6 MAFMay 2005 0.74 MAF
2.34 MAF
9
RESERVOIR
GROSS STORAGE CAPACITY
(MAF)GROSS STORAGE LOSS
ORIGINAL YEAR 2004YEAR 2004
(MAF)
YEAR 2010
(MAF)
YEAR 2025
(MAF)
TARBELA11.62 (1974)
8.36 (72%) 3.26 (28%) 3.95 (34%) 5.51 (47%)
MANGLA 5.88 (1967) 4.64 (78%) 1.24 (22%) 1.60 (27%) 1.97 (34%)
CHASHMA 0.87 (1971) 0.48 (55%) 0.39 (45%) 0.58 (55%) 0.50 (57%)
TOTAL 18.37 13.48 (73%) 4.89 (27%) 6.03 (33%) 7.98 (43%)
RESERVOIR SEDIMENTATION (MAF)
10
KALABAGH DAM PROJECT NUMBER OF DAMS UNDER CONSTRUCTION
IN SOME COUNTRIES
CountryTotal No. of Dams
Above 50 Ft. Above 200 Ft.
CHINA 253 59
TURKEY 113 22
INDIA 28 6
IRAN 52 28
JAPAN 97 35
PAKISTAN 4 1 (Gomal Dam)
Source: ICOLD register of Dams
11
WARSAK DAMWARSAK DAM
NowsherNowsheraa
LahoreLahore
A F G
H A
N I
S T A
N
A F G
H A
N I
S T A
N
RiviRivi
CHASHMA
BARRAGE
MANGLA DAM
JAMMU AND KASHMIR
(DISPUTED TERRITORY)
Sringar
Jammu
ISLAMABAD
Skardu
GilgitChitral
AttockPeshawar
Rawalpindi
Kalabagh
Dera Ismail Khan
Gujranwala
Faisalabad I N D
I A
I N D
I A
Jheium
River
River
Chenab
River
Soan River
Indus River
Indu
s R
iver
LOCATION MAP DAMS
TARBELA DAM
BASHA DAM
BASHA DAM
KALABAGH DAM
KALABAGH DAMTARBELA DAM
TARBELA DAM
12
13
KALABAGH DAM PROJECT LAYOUT
14
KALABAGH DAM PROJECTSALIENT FEATURES
• Dam Type Earth Core Rock Fill
• Gross Storage 7.9 MAF
• Live Storage 6.1 MAF
• Dam Height 260 ft.
• Power 3600 MW
• Cost $ 6.0 Billion
• No Canal Outlets from Dam
• It Will Function As Seasonal Carry Over Dam
15
KALABAGH DAM PROJECT(Current Status)
• Feasibility Report 1984
• PC-I submitted (1989) Approval pending
• Project Planning Studies Completed
• Completion Time 6 Years
16
KALABAGH DAM PROJECT ENVIRONMENTAL IMPACT
PROVINCE
POPULATION * TO BE
RESETTLED
LAND AFFECTED (ACRES)
BARANI IRRIGATED TOTAL
PUNJAB 78,000 21,600 2,900 24,500
N.W.F.P 42,000 2,900 100 3,000
TOTAL 120,000 24,500 3,000 27,500
* December 1999 (Being updated)
KALABAGH DAM PROJECTCOST ESTIMATES (US $ Million)
SrNo
Description July 1987 PricesEscalated to
Dec. 2004 Prices
1 Diversions & Embankment/Dam 554.1 850
2 Spillways & Outlet Works 476.9 750
3 Power Features 684.7 750
4 Transmission/Collector Station 111.7 125
5 Resettlement 225.7 700
6 Preliminary Works 289.7 250
Sub Total 2342.8 3,420
7 Contingencies @ 10% 234.3 342
Sub Total 2577.1 3,762
8 Engg. & Admin.@ 10% 257.7 376.2
Total 2834.8 4,138.2
9 Financial Costs @ 40% 1133.9 1653.3
10 Excise & Custom Duties @ 5% 141.7 206.9
GRAND TOTAL 4110.4 5998.4
Say 6.0 Billion
APPREHENSIONS OF KPK
19
KALABAGH DAM PROJECT APPREHENSIONS OF NWFP
APPREHENSIONS FACTUAL POSITION POSSIBILITY OF FLOODING OF
NOWSHERA TOWN AND PESHAWAR VALLEY IN CASE OF UNPRECEDENTED FLOOD
MODERN FLOOD WARNING SYSTEM WOULD PROVIDE ADEQUATE WARNINGAGAINST FLOODS
TARBELA IS ALSO ON LINE NOW
DRAINAGE OF MARDAN, PABBI AND SWABI WILL BE ADVERSELY AFFECTED
CONSERVATION LEVEL OF KALABAGH DAM IS 915 FT WHICH IS LOWER THAN THE LOWEST GROUND LEVEL OF MARDAN, PABBI AND SWABI SCARP AREAS
FERTILE CULTIVATED LAND WOULD BE SUBMERGED
2,900 ACRES OF BARANI LAND AND ONLY 100 ACRES OF IRRIGATED LAND WOULD BE SUBMERGED IN THE
RESERVOIR
LARGE POPULATION WOULD BE DISPLACED
RESETTLEMENT PLAN WOULD ENSURE PROPER COMPENSATION TO THE AFFECTEES
PUNJAB NWFPTOTAL
NO. OF AFFECTEES 78,000 42,000120,000
LAND AFFECTED (Acres) 24,500 3,000 27,500
20
KALABAGH DAM PROJECT 3 – D VIEW OF NOWSHERA VALLEY
21
KALABAGH DAM PROJECT L-SECTION OF KABUL RIVER
MAX. CONS. LEVEL: 915
22
DRAINAGE LEVELS IN KABUL VALLEY WITH KALABAGH
910
930
950
970
990
1010
150 140 130 120 110 100 90 80
SWABICHARSADDA
PABBI
NOWSHERA
MARDAN
RESERVOIR RETENATION EL. 915
DISTANCE U/S DAM SITE IN MILES
LE
VE
L I
N F
EE
T
955 960
940
970
1000
23
KALABAGH DAM PROJECT MODIFICATIONS
MODIFICATION IMPACT
Maximum Conservation Level • Effective Drainage Outlet of:
Original 925 Ft. Charsada 955 Ft.
Reduced 915 Ft. Pabbi 960 Ft.
Nowshera 940 Ft.
Mardan 970 Ft.
Swabi 1000 Ft.
• Reduction in Storage Capacity from 7 MAF to 6.1 MAF
No Canal outlets from Dam It will function as seasonal Carry over Dam
24
KALABAGH DAM PROJECT KABUL RIVER SECTION KM-4
(7420 FT DOWNSTREAM OF PIR SABAK)
25
KALABAGH DAM PROJECT KABUL RIVER SECTION KM-5
(9270 FT DOWNSTREAM OF PIR SABAK)
26
KALABAGH DAM PROJECT KABUL RIVER SECTION KM-6
(4270 FT UPSTREAM OF ZARA MIANA)
27
KALABAGH DAM PROJECT KABUL RIVER SECTION KM-7
(6230 FT DOWNSTREAM OF ZARA MIANA)
28
KALABAGH DAM PROJECT KABUL RIVER SECTION KM-8
(7860 FT UPSTREAM OF MIAN ISA)
29
KALABAGH DAM PROJECTKABUL RIVER SECTION KM-9
(1640 FT DOWNSTREAM OF MIAN ISA)
APPREHENSIONS OF SINDH
31
KALABAGH DAM PROJECT APPREHENSIONS OF SINDH
APPREHENSIONS FACTUAL POSITION
NO WATER IS AVAILABLE FOR
FILLING KALABAGH RESERVOIR
AVERAGE ANNUAL OUTFLOW BELOW
KOTRI IS 34.7 MAF MOST CONSERVATIVE ESTIMATE SHOWS
15 MAF FOR STORAGE / DEVELOPMENT ABOUT 6 MAF IS JUST REPLACEMENT
FOR TARBELA, MANGLA AND CHASHMA
DUE TO SEDIMENTATION
SINDH WOULD BE CONVERTED INTO
A DESERT
AFTER MANGLA & TARBELA DAMS,
SINDH CANAL WITHDRAWALS
INCREASED FROM 37.20 MAF TO 44.47
MAF CANAL WITHDRAWALS FOR SINDH
WOULD FURTHER INCREASE BY 2 MAF
AFTER KALABAGH
32
KALABAGH DAM PROJECT APPREHENSIONS OF SINDH
APPREHENSIONS FACTUAL POSITION
RIVERINE AREA WOULD GO OUT OF
PRODUCTION DUE TO CONTROL OVER
RIVER
FLOOD PEAKS IN EXCESS OF 300,000
CUSECS WOULD STILL BE COMING
ASSURED WATER SUPPLY THROUGH
PROPOSED TUBEWELLS WILL BE MADE
ROUND THE YEAR
INDUS DELTA MANGROVE FOREST
WOULD VANISH
ONLY 7,000 ACRES OUT OF 294,000
ACRES MANGROVE FOREST ARE IN
INDUS ACTIVE DELTA ESTABLISHED
THROUGH SATELLITE IMAGERY
NO SIGNIFICANT IMPACT IS EXPECTED
AS REQUIRED MINIMUM WATER (AS PER
LATEST STUDIES) WILL STILL BE
FLOWING BELOW KOTRI
33
KALABAGH DAM PROJECT APPREHENSIONS OF SINDH
APPREHENSIONS FACTUAL POSITION
FISH PRODUCTION BELOW KOTRI
WOULD BE AFFECTED
No EVIDENCE ESTABLISHES THIS
APPREHENSION AS FISH PRODUCTION
INCREASED MARINE FISH (THOUSAND TONS)
- 1995 283 - 1999 351
- 1996 270 - 2000 308
- 1997 292 - 2001 315
- 1998 303
STUDY REQUIRED TO DETERMINE
ESCAPAGE DOWNSTREAM KOTRI
TWO STUDIES: (I) TO DETERMINE THE
MINIMUM ESCAPAGES REQUIRED BELOW
KOTRI TO CHECK SEA INTRUSION (II) TO ADDRESS ENVIRONMENTAL
CONCERNS BELOW KOTRI ARE
UNDERWAY THE THIRD STUDY ON ENVIRONMENTAL
CONCERNS OF ALL THE FOUR
PROVINCES IS ALSO TAKEN UP
34
APPREHENSIONS FACTUAL POSITION
• Royalty from Kalabagh would go to
Punjab although the Project would be
Federally Funded
• It is a Constitutional Matter.
• Desilt Tarbela Instead of Building
Kalabagh Dam
• Desilting Tarbela Reservoir not a
practical option
• Save 40-50 MAF lost in seepage through
Canal System Lining
• Lining is Complementary to Storage
• Lining is expensive and time taking. It
is not completely effective.
• Seepage from Canals in fresh ground
water areas is not a loss as it is being
pumped out.
• It would not be a carry over storage
and no additional water. It would
improve availability at tails.
KALABAGH DAM PROJECT APPREHENSIONS OF SINDH
35
KALABAGH DAM PROJECTANNUAL BENEFITS
1.Irrigation Water Supplies
@ Rs. 2054/AF6.1 x 2054 = Rs. 12.53 Billion
2Power Benefits @ Rs. 4.00/Unit
11.736 x 4 = Rs. 46.944 Billion
3 Flood Control 1.50 Billion
Total Rs. 60.97 Billion
36
THE INDUS DELTAMANGROVES AND LANDFORMS
37
KALABAGH DAM PROJECT SEASON-WISE AND ANNUAL CANAL HEAD
WITHDRAWALS OF SINDH (1962-63 TO 1999-2000)
SEASON
PRE-MANGLA (1962-67)
AVERAGE
PRE-TARBELA (1967-76)
AVERAGE
POST-TARBELA
(1976-2000)AVERAGE
ADDITIONAL WATER FOR
SINDH AFTER MANGLA AND
TARBELA
KHARIF 26.16 28.66 29.45 3.29 12.6%
RABI 11.04 12.19 15.02 3.98 36.1%
TOTAL 37.20 40.85 44.47 7.27 19.5%
38
KALABAGH DAM PROJECTHOW SOON CONSTRUCTION CAN START ?
• All designs & Tender Documents ready –
Need Updating
• Revised Environmental/Resettlement Studies
Underway.
• Preliminary Works i.e. Access Roads,
Colonies etc. can start right away.
• Actual Construction can start in early 2006.
OTHER PLANNED PROJECTS
• BASHA DAM
• AKHORI DAM
• SKARDU/KATZARAH DAM
40
BASHA DIAMER DAM PROJECTLAYOUT PLAN/CONFIGURATION
41
BASHA DIAMER DAM PROJECTSALIENT FEATURES
• Concrete Gravity Dam (Roller Compacted) Endorsed by Panel of Experts
• Gross Storage 9.04 MAF
• Live Storage 7.34 MAF
• Dam Height 281 Meters (922 ft)
• Power 4500 MW
• Cost (Approx.) $ 6.721 Billion
• Construction Period 7 Years
42
BASHA DIAMER DAM PROJECT(CURRENT STATUS)
• Feasibility Report Submitted Aug 2004
• Detailed Design Dec. 2007
• Prepare Tenders, Advertise Jun 2007 to Mar 2008 Evaluate & Award
• Up-gradation of KKH June 2008
• Commencement of Construction 2008
• Completion 2015
43
UPGRADATION / RELOCATION OF KKH FORBHASHA DIAMER DAM PROJECT
Hasanabdal
Length of Section
40 k
m
281
km
94 km
44
KKH UPGRADATION & RELOCATION
325 KM KKH TO UPGRADED RS 9423 M.
140 KM KKH TO BE REPLACED
RS 14333 M.
7 CONTRACT PACKAGES FOR
UPGRADATION WOULD REQUIRE AT
LEAST THREE YEARS ..
45
S. No
CALENDER YEAR (JAN-DEC) 20
02
20
03
20
04
20
05
20
06
20
07
20
08
20
09
20
10
20
11
20
12
20
13
20
14
20
15
1 Feasibility Study Stage-I
2 Pre-qualification, Evaluation & Award of Contract for Stage-II
3 Preparation of Tender Documents and Detail Engineering
4 Additional Investigation Studies and Model Testing
5 Pre-construction ActivitiesLand Acquisition, Up-gradation of KKH
6 Tendering Process Up to Award
7 Mobilization of Contractor
8 Construction Activities
9 Rehabilitation/ Resettlement including Relocation of KKH
BASHA DIAMER DAM PROJECTBASHA DIAMER DAM PROJECT OVERALL IMPLEMENTATION SCHEDULEOVERALL IMPLEMENTATION SCHEDULE
46
AKHORI DAM PROJECT
47
AKHORI DAM PROJECTSALIENT FEATURES*
RESERVOIRGROSS STORAGE 7 MAFLIVE STORAGE 6 MAFPOND AREA 56,500 ACRES
MAIN DAMCREST LEVEL 1470 FTMAXIMUM HEIGHT 420 FTLENGTH 17,000 FT
CONVEYANCE SYSTEMCHANNEL CAPACITY 60,000 CUSECSLENGTH 20 MILES
POWER POTENTIAL 600 MW(2100 GWh Per Year)
ENVIRONMENTAL IMPACTLAND SUMBERGED 59,217 ACRESPOPULATION 49,320
ESTIMATED COST (Updated) US $ 3.31 BILLION
* As per Appraisal Study Report 2002
48
AKHORI DAM PROJECTIMPLEMENTATION SCHEDULE
AWARD OF CONSULTANCY FOR FEASIBILITY STUDY TO M/S TECHNO CONSULTANTS & HPE JOINT VENTURE - AUGUST 2003
Duration
(Years) 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
2003 2004 2005 2006 2007KEY ACTIVITIES
2008 2009 2015
D.
FEASIBILITY STUDIES AND PC-I
DETAILED ENGG. DESIGN & TENDER DOCUMENTS
TENDERING, EVALUATION & AWARD
0.75
2
2011
2
2012
E. MOBILIZATION BY CONTRACTORS 0.5
F. CONSTRUCTION 6
C. ADDITIONAL EXPLORATIONS, STUDIES & MODEL TESTING
2
2014
A.
B.
20132010
49
SKARDU DAM
Skardu
Shigar
Airport
SKARDU/KATZARAH DAM PROJECT
SKARDU DAM SITE
50
Airport
Right Bank
KILOMETER
ME
TE
R
(Through Air-Port)X-SECTION A-A
RESERVOIR AREASKARDU DAM PROJECT
Width = 47 mLength = 3658 mElevation = 2232 m
Left BankRoad
River Surface
2258 Meters (Capacity=8.0 MAF)
2350 Meters (Capacity=20.30 MAF)
2240 Meters (Capacity=5.2 MAF)
Normal Res. Level
51
PROJECTWater
Availability (MAF) /Year
Live Storage (MAF )
Power Potential
(MW)Logistic Problem
Power Dispersal
KALABAGH 90 6.10 3600 LEAST NEAREST
BASHA50 7.34 4500 MORE
VERY DIFFICULT
AKHORI 14 6.00 600 LESS NEAREST
SKARDU/ KATZARA
27 5.2 PF - MAX.MOST
DIFFICULT
COMPARISON OF PROPOSED DAMS 1 of 3
52
PROJECTConstruct-ability
Start of construction
Water availability for irrigation
Seismicity
KALABAGHECRD EASY
IMMEDIATELYDESIGN &
TENDER DOC. READY
EARLY LESS
BASHA RCC DIFFICULT
2008 LATE MORE
AKHORIECRD EASY
2010 EARLY LESS
SKARDU/ KATZARA
NOT DECIDED
YET
2015 (UNCERTAIN)
VERY LATE MORE
COMPARISON OF PROPOSED DAMS 2 of 3
53
Projects
ENVIRONMENTALProject
Cost$ Billion
Persons Displaced Approx.
Roads AffectedLand
Submergence (Acres)
KALABAGH 120,000 Minor 110,200 6.0
BASHA24,000
KKH – Submerges 110 Km
Upgradation 320 Km32,000 6.721
AKHORI 49,300 97 Km 59,200 3.31
SKARDU/ KATZARA
100,000Submergence 40 Km Upgradation 680 Km
55,000P.F. Sept
2005
COMPARISON OF PROPOSED DAMS 3 of 3
54
HYDROPOWER DEVELOPMENT
• AT 8% GROWTH RATE POWER
SHORTAGE LIKELY FROM 2006
• IN PAST 20 YEARS HYDROPOWER
SHARE REDUCED FROM 60% TO 34%
• THERMAL POWER GENERATION BEING
SEVERAL TIMES AS EXPENSIVE, THE
ELECTRICITY TARIFF HAS GONE UP
• HYDROPOWER POTENTIAL IS ABOUT
40,000 MW
55
INSTALLED GENERATION CAPACITY
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
Pre
-WA
PD
A19
6019
6119
6219
6319
6419
6519
6619
6719
6819
6919
7019
7119
7219
7319
7419
7519
7619
7719
7819
7919
8019
8119
8219
8319
8419
8519
8619
8719
8819
8919
9019
9119
9219
9319
9419
9519
9619
9719
9819
9920
0020
0120
0220
0320
04
Fiscal Year
Meg
aWat
ts
WAPDA Hydel WAPDA Thermal IPPs Total
119 MW
17312 MW
6459 MW(37.33%) 4779 MW(27.61%) 6070 MW(35.06%) 17312 MW
56
EXISTING HYDROPOWER PROJECTS
ProjectCapacity
(MW)River
Capability (MW)
Summer Winter
Warsak 240 Kabul 195 145
Mangla 1000 Jhelum 1020 120
Tarbela 3478 Indus 3691 560
Ghazi Brotha 1450 Indus 1450 580
Chashma 184 Indus 184 65
Small Hydropower 108 68 30
Total 6463 6608 1500
57
PROPOSED HYDROPOWER PROJECT MAIN (INDUS RIVER)
Kalabagh
Feasibility, Design Ready
3600 (MW)
Basha
Feasibility Ready
4500 (MW)
Skardu
Pre-Feasibility Under Study
-
58
RANKING OF HYDRO POWR SCHEME ADDED AFTER BASHA
RANK PROJECT RIVER POWER
(MW)1 DASU INDUS 3700
2 BUNJI INDUS 5400
3 THAKOT INDUS 1043
4 PATAN INDUS 1172
5 RAKHIOT INDUS 670
6 YULBO INDUS 710
7 KALANGAI SWAT 256
8 KOHALA JHELUM 740
9 MUNDA SWAT 740
10 KAROT JHELUM 240