Title: IRRIGATION AND POWER DEPARTMENTPRE
1- IRRIGATION AND POWER DEPARTMENTPRE
- FLOOD ARRANEGMENTS
- FOR THE FLOOD SEASON 2002
- 18TH JUNE 2002
2 IRRIGATION POWER DEPARTMENT BRIEFING TO
PARLIAMENTARY COMMITTEE WATER SECTOR
DEVELOPMENT INITIATIVES AND ISSUES January 20,
2004
3PUNJAB IRRIGATION SYSTEM SALIENT FEATURES AND
SETTING
4PUNJAB IRRIGATION SYSTEM SALIENT FEATURES
- Headworks / Barrages 14
- Main Canal Systems 21
- Length of Main Canals and Branches 3993 Miles
- No. of Distributaries and Minors 2794
- Length of Distributaries and Minors 19191 Miles
- Total off-takes Capacity 1,20,000 Cfs
- Gross Command Area 23.35 Ma
- Culturable Command Area 20.78 Ma
- Overall Designed Irrigation Intensity 67
5PUNJAB IRRIGATION SYSTEM SALIENT FEATURES
- Actual Irrigation 25.50 Ma
- Actual Intensity of Irrigation 122
- Length of Inter-river Links 528 Miles
- Off-take Capacity of Links 1,10,000 Cs.
- SCARP Tube wells 4500
- Private Tube wells 500,000
- Other Operate able Tube wells 1135
- Length of Surface Drains 4900 Miles
- Length of Flood Embankments 1600 Miles
- Small Dams 31
6INDUS BASIN IRRIGATION SYSTEM THE SETTING
- Pakistans Irrigation System is largest
contiguous gravity flow network in the World - It serves as lifeline for irrigated agriculture
in Punjab which provides over 70 of the total
agricultural production and contributes 25 to
the GDP - The climate of Pakistan is arid to semi-arid,
with annual rainfall of 10 to 15 inches, mainly
in the monsoon months (July - September) - River flows are highly fluctuating 70 flows
occur during 3 monsoon months for remaining
months flows drop drastically
7INDUS BASIN IRRIGATION SYSTEM THE SETTING
- The reservoir capacity is highly inadequate
only 14 MAF of the 53 MAF flood flows is
conserved in Tarbela and Mangla - As a result of IBT, the Eastern Canals are fed
through an integrated system of Link Canals
which transfer Western River waters to the East - The system was designed for low irrigation
intensities (60 - 70), which are totally
outdated in the context of current agricultural
development (120-150)
8INDUS BASIN IRRIGATION SYSTEM THE SETTING
- The Potohar, Pachad and Cholistan remain
without irrigation. - The food and fiber requirements of a growing
population is placing heavy strain on the
irrigation infrastructure. In the - next 50-80 years the population of Punjab may
grow to 140 million people - No new storage has been added to the system
while the capacity of existing storages is
depleting due to sedimentation. More than 20
capacity has been lost already - The irrigation system is over 100 years old and
inadequate to meet the growing water needs. It
requires urgent improvements / modernization and
development of water resources
9INDUS BASIN IRRIGATION SYSTEM THE SETTING
- Industrial growth and urbanization is creating
harmful and toxic effluents which are flowing
into our rivers and canals . - The Punjab fresh water aquifer has dropped from
10 to 30 feet due to heavy pumping during the
past 3 drought years. This level of withdrawal
is not sustainable. - Due to the population explosion, people are
intruding into the flood plains and likely to
face severe damages due to flooding.
10WATER SECTOR VISION AND DEVELOPMENT STRATEGIES
PROJECTS
11VISION
PROVIDE ADEQUATE, EQUITABLE AND SUSTAINED
IRRIGATION TO THE CULTUREABLE LAND OF PUNJAB,
WITHOUT HARMING ITS PRODUCTIVITY, THUS ENSURING
THAT THE FOOD SECURITY OF PUNJAB AND FOOD DEFICIT
OF OTHER PROVINCES IS MET. ENSURE THAT THE
DRINKING WATER RESOURCE IS SUSTAINED.
12Adequate Provision Of Irrigation Water
- As a minimum, provide sufficient water which
supports cultivation of crops required for food
security of the growing population. - Strategies / Directions
- Urgently construct Reservoirs to meet growing
food needs. - Develop Canals to compensate for enhanced
intensities by picking up flood supplies. - Line Canals for efficient conveyance and to
prevent wastage. - Improve Farming Practices
- Laser Land Leveling
- Water course improvement
- Bed planting and zero Tillage
- Drip irrigation for orchards
- Introduce Crop Zoning.
13SUSTAINABILITY OF IRRIGATION INFRASTRUCTURE
RESOURCE BASE
- To operate and maintain the Irrigation System in
a manner that irrigation supplies are always
provided to the cultivable lands of Punjab - Strategies / Directions
- Sustained Operation
- System Remodeling / Modernization
- Phased Replacement / Modernization of Barrages
- Local Water Resource Management for Poverty
Alleviation. - OM Budget on realistic yardstick
- Recruitment of essential Staff
- Safe Passage of Floods
Continued
14SUSTAINABILITY OF IRRIGATION INFRASTRUCTURE
RESOURCE BASE
- To operate and maintain the Irrigation System in
a manner that pure irrigation supplies are always
provided to healthy cultivable lands of Punjab - Quality of Supplies
- Improved Environmental Management.
- Excessive Pumping of the Punjab Aquifer.
- Improved Drainage
15EQUITABLE WATER DISTRIBUTION
- Ensure that in all circumstances specially
shortage situation, water is shared equitably, by
large and small farmers alike, as per scientific
requirements - Strategies / Directions
- Rationalize Water Allowances on scientific
requirements - Improved Regulation and Operation of canals.
- Regular Maintenance and Desiltation of canals.
- Joint Management through Nehri Panchayats.
16Food Security
- Ensure that the basic food needs of the
population are met, now and in the future - Strategies / Directions
- Measures to control population required.
- Need for horizontal and vertical growth in
agriculture. - Water Resources Projects for Poverty
Alleviation in Potohar, Pachad and Cholistan
17Proposed Water Sector Projects
(Rs in Billion)
Continued
18Proposed Water Sector Projects
(Rs in Billion)
19 Need For New Storages and Their Prioritization
20Indus Waters Apportionment Accord 1991 Need For
New Storages
- Para 6 of water accord as reproduced below
recognizes and admits the need for future
storages - The need for storages where ever feasible on the
Indus and other rivers was admitted and
recognized by the participants for planned future
agricultural development - Objectives of New Storages
- To replenish the storage capacity of existing
reservoirs lost due to siltation by 23 by the
year 2003 and likely to be lost by 33 by the
year 2020. - To transfer water from season to season and
from wet cycle to dry cycle. - To provide additional storage for future
agricultural development of the growing
population - To meet rapidly growing power demands
- To generate pollution free cheap hydel power
reducing import of high cost fuel required
for thermal stations - To regulate and control flood peaks and avoid
large scale flood devastation and flood damages
21PRE AND POST INDUS BASIN TREATY CANAL WATER
AVAILABILITY
(MAF)
SOURCE NATIONAL WATER POLICY STUDY
22Progressive Storage Loss in the Major Reservoirs
23(No Transcript)
24POPULATION AND WATER REQUIREMENT PROJECTIONS
25RELEASES BELOW KOTRI (MAF)
26Cost Comparison of Large Dams and Hydropower
Projects
- Price Level December 2003 (1 US Rs. 58)
- 310 Km Up gradation of KKH for transportation
of huge size EM equipment - and Relocation of 150 Km KKH is itself a
mega project and may involve more cost
27Comparison of Large Dams and Hydropower Projects
SALIENT FEATURES
Sr. No.
Description
Kalabagh Dam
Basha Diamer Dam
Akhori Dam
Location U/S to Jinnah Barrage
1
25 Km
502 Km
132 Km
(Farm gate of Major Irrigation System of Pakistan)
2
Main Dam
i. Type
Embankment (ECRF)
R.C.C. Gravity
ECRF
ii. Height
260 Ft.
908 Ft.
418 Ft.
iii. Crest Length
11,000 Ft.
3,500 Ft.
15,000 Ft.
3
Reservoir
i. Gross Storage
7.6 MAF
7.8 MAF
7.2 MAF
ii. Live Storage
5.8 MAF
5.8MAF (Usable)
6.0 MAF
iii. Reservoir Elevation
915 Ft.
3,838 Ft.
1,445 Ft.
Main Spillway
3-Tunnels (Initial stage)
i. Type
Overflow
Ogee Crest
Overflow (Later stage)
ii. Discharge Capacity
1,070,000 cusec
711,600 cusec
150,000 cusec
No need due to very
iii. Orifice Spillway Capacity
980,000 cusec
-
less PMF
To be re-confirmed during Detailed Feasibility
Studies.
28POSITION ON RESERVIORS i) Advocate the
construction of Dams for transferring water
from one season to the other and from a wet
cycle to a dry cycle. ii) Since water
scarcity is going to affect Pakistan badly by
2010, one replacement Dam should be online by
2010. Selection of the Dam should be based on
a) Time Quickest to make b) Cost
Cheapest to construct c) Benefits Irrigation
followed by Power. iii) Choices by priority
are- a) Kalabagh - With Outlets first
priority b) Akhori - Second priority
c) Basha - Third
priority
29Position on Water Accord a. Water Accord of 1991
is sacrosanct and should be implemented in
toto. b. Until the water availability of 114
MAF is not arrived at distribution be carried
out on 1977-82 average uses. Fall back
shortage sharing when availability is above 103
MAF in proportion to availability. c. The
three Studies on releases below Kotri and the
environmental issues be carried out
immediately. d. Reservoirs should be developed
immediately to replace lost capacity and provide
for development to meet the countrys growing
needs. e. Provinces should develop projects to
pick up their flood supplies to cater to
enhanced intensities. f. Water should be shared
equitably by all Farmers of Pakistan and no
Farmer should enjoy undue and luxurious share in
irrigation supply due to excessive and
unscientific water allowances. g. IRSA should
take note of water use through ungated systems
being used for agriculture and account in that
particular Provinces Account.
30Tube Wells Status Plans a. Massive
installation of Tube Wells by Punjab Farmers,
approximately 600,000, during the drought period
has led to serious depletion of the Punjab
aquifer by 10- 30 feet. b. Use of marginal
quality ground water is jeopardizing the
sustainability of agriculture c. The cost of
water supply by Tube wells is ten times the cost
of canal water d. Lack of water flow in Sutlej
and Ravi Rivers is leading to sharp drop in
aquifer with no recharge. Need to route flood
flows in these Rivers during floods. e. Lack
of water in Chenab Jehlum for 9 months of the
year resulting in poor recharge of adjoining
aquifer. f. Excessive pumping and heavy drawing
down of the sweet water aquifer is leading to
saline water intrusion. g. Punjab needs to
study the aquifer recharge and control the
installation and use of Tubewells to a
sustainable level.
31THANKS
32(No Transcript)
33DESIGNED VS ACTUAL IRRIGATION
34(No Transcript)
35MAIN CANALS WATER ALLOWANCES (PERENNIAL)
36MAIN CANALS WATER ALLOWANCES (NON-PERENNIAL)
37Lining of Irrigation Channels in Punjab Salient
Features
38Progressive Storage Loss in the Major Reservoirs
39Irrigation System Rehabilitation ProjectSalient
Features
40Rehabilitation and Modernization of Punjab
Barrages Salient Features
41PUNJAB BARRAGES REHABILITATION AND
MODERNIZATION PROJECT
Emergent / Long Term Remedial Measures on Six
Barrages Jinnah, Taunsa, Khanki, Balloki,
Sulemanki Islam
42Local Water Resource Management for Poverty
Alleviation
- Water is generated locally through rainfall
floods in Potohar, Pachad areas and Cholistan but
runs off and is wasted. Develop plans to utilize
this resource for Local benefit.
43FPSP-IISalient Features
44Irrigation System Rehabilitation Project Main
Components
45HUDIARA DRAIN WATER QUALITY
46PUNJAB GROUND WATER STATUS
Solution -- Enhance capacities of canals in
proportion to actual intensities.
-- Transfer of flood supplies from River Chenab
to pass through rivers Ravi Sutlej.
47WORK PLAN FOR DESILTING OF DRAINS IN PUNJAB
48MANAGEMENT DURING DROUGHT
49DESILTING OF CANALS
509. PARTICIPATORY IRRIGATION MANAGEMENT
(PIM)THROUGH NEHRI AND KHAL PANCHAYATS
- Khal and Nehri Panchayats are being established
for joint - Management of Irrigation System in LCC (East)
pilot area- - a. Khal Panchayats established 2875
- b. Nehri Panchayats established 122
- c. Proposal to spread the initiative to 2800
- the whole of Punjab over 3 years
- Nehri Panchayats to be formed.
- Duties
- a. Jointly Manage Minor / Disty Operation along
with local SDO. - b. Co-agree to changes in respective CCA or
Outlet size. - c. Identify water theft offenders for action
under the law . - d. Act as community contractors to identify
channel problems and carry out repairs. - e. Resolve local water related problems.
- f. Act as focal point for inter action with
Development Departments / Agencies.
51IRRIGATION FOR POVERTY ALLEVIATION
52 VIEW OF NEW DHOK TAHLIAN DAM
53(No Transcript)
54STONE APRON MASONRY PROFILE Fan Management of
Mithawan Hill Torrent
55INDUS BASIN REPLACEMENT WORKS
DAMS i) Tarbela on River Indus. ii) Mangla on
River Jhelum NEW BARRAGES i) Chashma Barrage on
River Indus ii) New Rasul Barrage on River
Jhelum iii) New Marala Barrage on River
Chenab iv) Qadirabad Barrage on River
Chenab v) New Sidhnai Barrage on River
Ravi vi) Mailsi Syphon on River Sutlej
56INDUS BASIN REPLACEMENT WORKS
NEW LINK CANALS i) Chashma Jhelum Link (C-J
Link) ii) Taunsa Panjnad Link (T-P
Link) iii) Rasul Qadirabad Link (R-Q
Link) iv) Qadirabad Balloki Link (Q-B
Link) v) Balloki Sulemanki Link II (B-S Link
II) vi) Trimmu Sidhnai Link (T-S
Link) vii) Sidhnai Mailsi Link (S-M-B
Link) OLD BARRAGES REMODELLED i) Trimmu
Barrage ii) Balloki Barrage
57INDUS BASIN REPLACEMENT WORKS
Link Canals constructed by Punjab as a
consequence of stoppage of Canal water by India
in 1948 i) Bambanwala - Ravi Bedian Depalpur
Link (BRBD) ii) Balloki Ravi Suleimanki Link
I (B.S.Link I) iii) Marala Ravi
Link (M.R.Link)
58MAIN CANALS WATER ALLOWANCES (PERENNIAL)
59MAIN CANALS WATER ALLOWANCES (NON-PERENNIAL)
60(No Transcript)
61(No Transcript)
62INDUS WATER TREATY 1960
63INDUS WATERS TREATY, 1960
- MAIN FEATURES
- ALL WATERS OF EASTERN RIVERS NAMELY RAVI, BEAS
AND SUTLEJ ALLOCATED TO INDIA. - ALL WATERS OF WESTERN RIVERS NAMELY INDUS, JHELUM
AND CHENAB ALLOCATED TO PAKISTAN EXCEPT SOME
SPECIFIED USES IN OCCUPIED KASHMIR. - REPLACEMENT WORKS WERE CONSTRUCTED TO MEET THE
REQUIREMENTS OF THE DEPRIVED AREAS BY TRANSFERING
WATERS FROM THE WEST TO THE EAST BY A SYSTEM OF
LINK CANALS. IMPACTS - ONLY PUNJAB IRRIGATION SYSTEM ADVERSELY AFFECTED
BY INDUS WATER TREATY - 5. THE LINK CANALS HAVE CREATED THEIR OWN LOCAL
PROBLEMS DUE TO WATER-LOGGING AND OBSTRUCTING
NATURAL DRAINAGE.
64INDUS WATERS TREATY OPERATIONAL ARRANGEMENTS
- Punjab Canals grouped into two Zones.
- (i) Mangla Command (ii) Tarbela Command
- Mangla Command Canals entitled to entire Mangla
storage and flow supplies in Jhelum and Chenab
Rivers. - Terbela Command Canals entitled to entire Terbela
storage and flow supply of Indus and Kabal
Rivers. - Punjab Trimmu, Sidhnai, Lower S.V.P and Punjnad
Canals included in Terbela Command and entitled
to Indus Water through Chashma Jhelum and Taunsa
Punjnad Link Canals. - Sindh disputes operation of Chashma Jhelum and
Taunsa Punjnad Link Canals except during Flood
Season and quotes a 1972 Agreement between Punjab
and Sindh in this context. - 1972 Agreement was an adhoc arrangement pending
final decision on Apportionment of Indus Waters
and was extended upto 1974 on year to year basis.
This Agreement ceases to exist after 1974 and
Water Accord of 1991.
65(No Transcript)
66 WATER ACCORD 1991 and RELATED ISSUES
67WATER APPORTIONMENT ACCORD HISTORICAL BACKGROUND
- CONTROVERSY REGARDING SHARING OF INDUS BASIN
RIVERS SUPPLY BETWEEN PUNJAB AND SINDH AROSE IN
1921. - THE THEN GOVT. OF INDIA APPOINTED VARIOUS
COMMISSIONS / COMMITTEES TO RESOLVE THIS ISSUE. - ANDERSON COMMITTEE APPOINTED IN 1935 DETERMINED
SHARES OF EACH CANAL IN PUNJAB AND SINDH WHICH
REMAINED OPERATIVE TILL 1947. - SHARING ARRANGEMENTS IN VOGUE IN 1947 REMAINED
OPERATIVE TILL 1970 UNDER PROVISIONS OF INDUS
WATERS TREATY SIGNED WITH INDIA. - GOVT. OF PAKISTAN APPOINTED AKHTAR HUSSAIN
COMMITTEE (1968) FAZAL-E-AKBAR COMMITTEE (1970)
AND HALEEM COMMISSION (1983) BUT NO DECISION
COULD BE FINALIZED. - AVAILABILE RIVER SUPPLY SHARED ON ADHOC BASIS
FROM 1971 TO 1991 MAINLY ACCORDING TO HISTORIC
USES. - WATER APPORTIONMENT ACCORD AGREED IN 1991 AND
IS OPERATIVE SINCE THEN.
68APPORTIONMENT OF WATERS OF THE INDUS RIVER
SYSTEM BETWEEN THE PROVINCES-ACCORD 1991
(MAF)
- INCLUDING ALREADY SANCTIONED URBAN AND
INDUSTRIAL USES FOR - METROPOLITAN KARACHI.
- UNGAUGED CIVIL CANALS ABOVE THE RIM
STATIONS. - BALANCE RIVER SUPPLIES (INCLUDING FLOOD
SUPPLIES - AND FUTURE STORAGES) SHALL BE DISTRIBUTED
AS BELOW - PUNJAB SINDH N.W.F.P.
BALUCHISTAN TOTAL - 37 37 14
12 100
69SALIENT FEATURES OF ACCORD 1991
- EXISTING USES OF PROVINCES REMAIN UNTOUCHED AND
PROTECTED. - N.W.F.P / BALUCHISTAN PROJECTS WHICH
ARE UNDER EXECUTION ARE PROVIDED THEIR
AUTHORIZED QUOTA OF WATER AS EXISTING USES. - NEED FOR ADDITIONAL STORAGES ON THE INDUS AND
OTHER RIVERS ADMITTED AND RECOGNIZED FOR
PLANNED FUTURE AGRICULTURAL DEVELOPMENT. - NEED FOR MINIMUM ESCAPAGES TO SEA BELOW KOTRI
TO CHECK SEA INTRUSION RECOGNIZED. FURTHER
STUDIES DESIRED TO ESTABLISH MINIMAL ESCAPAGE
NEEDS BELOW KOTRI.
70SALIENT FEATURES OF ACCORD 1991
-
- NO RESTRICTIONS ON BALUCHISTAN TO DEVELOP WATER
RESOURCES OF INDUS TRIBUTARIES FLOWING THROUGH
ITS AREA. - NEED FOR ESTABLISHING INDUS RIVER
AUTHORITY FOR IMPLEMENTATION OF THE ACCORD
RECOGNIZED AND ACCEPTED. - IRSA TO HAVE HEADQUARTERS AT LAHORE AND TO HAVE
REPRESENTATION FROM THE FOUR PROVINCES. - SHARING PROCEDURE LAID DOWN IN PARA (14) OF THE
ACCORD - PROVINCES ARE FREE TO UNDER TAKE NEW
PROJECTS WITHIN THEIR AGREED SHARES.
71APPORTIONMENT OF INDUS WATERS FEDERAL GOVERNMENT
BROCHURE
- MAIN FEATURES
- Existing uses of all province protected
- Under executed project of NWFP and Balochistan
to be treated as Existing uses. - Studies to determine minimum escapages below
Kotri to Check Sea Intrusion. - Allocation to different system to be worked out
separately on the basis of ten daily uses. These
uses to determine sharing of shortages and
surpluses on all Pakistan basis
72INDUS RIVER SYSTEM AUTHORITY
-
- REQUIRED TO IMPLEMENT THE WATER ACCORD
- COMPRISES FIVE MEMBERS ONE FROM EACH
PROVINCE AND ONE FROM FEDERAL GOVERNMENT - FIRST CHAIRMAN MEMBER BALOCHISTAN FOLLOWED BY
NWFP, PUNJAB, SINDH FEDERAL - TERM OF OFFICE
- CHAIRMAN ONE YEAR
- MEMBER THREE YEARS
73DECISION MAKING PROCESS IN IRSA
-
- DECISIONS TAKEN BY MAJORITY VOTES
- IN CASE OF EQUALITY OF VOTES, CHAIRMAN
EXERCISES CASTING VOTE. - AGGRIEVED PARTY TO APPROACH COUNCIL OF COMMON
INTEREST FOR REDRESSAL
74CHIEF EXECUTIVEs DIRECTIVES
-
- All members of IRSA should be qualified
engineers instead of Govt. Official. - Shifting of IRSA headquarter from Lahore to
Islamabad to be done immediately - federal Member of IRSA should be from Sindh. A
suitable panel in this regard may be obtained
and submitted for approval to Chief executive
secretarial. - Case for installation of telemetry
system at all the required place (without any
duplication with WAPDA,s System ) be initiated
immediately
75SHARING PROCEDURE
PARA (14) OF ACCORD. 14(a) The System Wise
Allocations will be worked out separately on ten
daily basis and will be attached with this
agreement as part and pacel of it. 14(b) The
record of actual Average System uses for the
period 1977-82 would form the guide line for
developing a future regulation pattern. These
ten daily uses would be adjusted pro-rata to
correspond to indicated seasonal allocations of
the different canal systems and would form the
basis for sharing shortages and surpluses on all
Pakistan basis.
76WATER APPORTIONMENT ACCORD 1991 SHARING
CONTROVERSY
-
- SINDH HOLDS THAT THE AVAILABLE RIVER SUPPLY
SHOULD BE SHARED BETWEEN PUNJAB AND SINDH ON
THE BASIS OF PARA (2) ACCORD ALLOCATIONS
REFLECTED IN PARA 14(a) OF THE ACCORD. - PUNJAB EMPHASIZES THAT THE RELEVANT CLAUSE FOR
SHARING OF AVAILABLE RIVER SUPPLY IS PARA 14 (b)
OF THE ACCORD, WHICH ENVISAGES SHARING OF
SHORTAGES AND SURPLUSES ON ALL PAKISTAN BASIS ON
THE BASIS OF AVERAGE SYSTEM USES 1977-82.
77WATER APPORTIONMENT ACCORD
(MAF)
78Comparison Of Provincial Water Sharing As Per
Para 14 (B) And Para 2 Of Water Accord 1991
(All figures in MAF)
79Provincial Water Sharing In Indus Basin
80PUNJAB SINDH CANAL WATER APPLICATION PARAMETERS
-
- PUNJAB SINDH
- CCA (Million Acers) 20.78 12.80
- CROPPED AREA (Million Acers) 25.0 11.50
- ACCORD ALLOCATION (MAF) 55.94 48.76
- HISTORIC USE (MAF) 54.40 43.70
- WATER ALLOWANCE (cfs/1000 ac)
- PERENNIAL 2.50-4.25 2.7-9.00
- NON-PERENNIAL 3.25-6.36 6.00-17.6
81PUNJAB SINDH CANAL WATER APPLICATION PARAMETERS
-
- PUNJAB SINDH
- AVERAGE ACCORD ALLOCATIONS 2.70 3.81
- PER ACRE OF CCA (FEET)
- AVERAGE HISTORIC USES PER
- ACRE CROPPED AREA (FT) 2.18 3.80
- CROP PRODUCTION
- WHEAT 78 15
- COTTON 75-80 20
- RICE 50 40
82INDUS WATERS APPORTIONMENT ACCORD 1991 PROPOSED
WATER SHARING FORMULA
- IN ORDER TO RESOLVE WATER SHARING CONTROVERSY
PUNJAB PROPOSED FOLLOWING COMPROMISE FORMULA. - a) If River availability is up to 103 MAF
sharing between Punjab and Sindh should be based
on average system uses of 1977-82 (Para 14-b). - b) Additional availability from 103 to 114-35
MAF be shared according to Para 14 (a). - WATER SHARING DURING KHARIF 2003 WAS
SATISFACTORILY EFFECTED ACCORDING TO THIS
COMPROMISE FORMULA. - COMPROMISE FORMULA IS SUPPORTED AS A FALL BACK
POSITION.
83INDUS WATERS APPORTIONMENT ACCORD 1991 PROPOSED
WATER SHARING FORMULA
- IN ORDER TO RESOLVE WATER SHARING CONTROVERSY
PUNJAB PROPOSED FOLLOWING COMPROMISE FORMULA. - a) If River availability is up to 103 MAF
sharing between Punjab and Sindh should be based
on average system uses of 1978-82 (Para 14-b). - b) Additional availability from 103 to 114-35
MAF be shared according to Para 14(a). - WATER SHARING DURING KHARIF 2003 IS BEING
SATISFACTORILY EFFECTED ACCORDING TO THIS
COMPROMISE FORMULA. - FINAL DECISION FOR ADOPTING THIS COMPROMISE
FORMULA IS AWAITED.
84MINIMUM ESCAPAGE TO SEA BELOW KOTRI AND
ENVIRONMENTAL ISSUES
85MINIMUM ESCAPAGE TO SEA BELOW KOTRI
- PARA (7) OF WATER ACCORD AS RE-PRODUCED BELOW
RECOGNIZES NEED FOR MINIMUM ESCAPAGE BELOW KOTRI. - THE NEED FOR CERTAIN MINIMUM ESCAPAGES TO
SEA,BELOW KOTRI, TO CHECK SEA INTRUSION WAS
RECOGNIZED. SINDH HELD THE VIEW, THAT THE
OPTIMUM LEVEL WAS 10 MAF, WHICH WAS DISCUSSED AT
LENGTH, WHILE OTHER STUDIES INDICATED LOWER /
HIGHER FIGURES. IT WAS, THEREFORE, DECIDED THAT
FURTHER STUDIES WOULD BE UNDERTAKEN TO ESTABLISH
THE MINIMAL ESCAPAGE NEEDS DOWN STREAM KOTRI.
86MINIMUM ESCAPAGE TO SEA BELOW KOTRI
- CONCURRENT DOCUMENT ISSUED BY FEDERAL GOVT. ON
21st MARCH, 1991 ENTITLED APPORTIONMENT OF THE
INDUS WATERS (PROMISE AND PROSPECTS) STIPULATES. - A MINIMUM ESCAPAGE TO SEA BELOW
KOTRI WILL BE ALLOWED TO CHECK SEA INTRUSION.
SINDHS ESTIMATE WAS 10 MAF BUT THE FINAL FIGURE
WILL BE DETERMINED AFTER FURTHER STUDIES. - AS A FOLLOW UP ACTION TO THE WATER ACCORD CCI IN
ITS MEETING ON 16 SEPTEMBER, 1991 DIRECTED THAT
PROPOSED STUDIES BE CARRIED OUT BY INTERNATIONAL
PANEL OF EXPERTS WITH IN ONE YEAR OF SIGNING THE
AGREEMENT.
87MINIMUM ESCAPAGE TO SEA BELOW KOTRI
- SINDH HELD THE VIEW THAT PROPOSED STUDIES SHOULD
INCLUDE SEA INTRUSION AS WELL AS ECOLOGY OF THE
INDUS RIVER DELTA. - IRSA DECIDED ON 20.08.1994 BY A MAJORITY OF 4 TO
1 THAT THE PROPOSED STUDIES SHOULD BE RESTRICTED
TO SEA INTRUSION ONLY. - PUNJAB CONSIDERS THAT THE PROPOSED STUDIES UNDER
THE ACCORD SHOULD BE RESTRICTED TO SEA INTRUSION
ONLY AS ENVISAGED IN PARA 7 OF THE ACCORD AS WELL
AS IN THE CONCURRENT DOCUMENT. - IRSA ALSO APPROVED THE TERMS OF REFERENCE (TORs)
FOR THE STUDIES.
88MINIMUM ESCAPAGE TO SEA BELOW KOTRI
- FEDERAL MINISTRY OF WATER AND POWER DECIDED ON
21st OCTOBER, 2002 TO UNDER TAKE TWO INDEPENDENT
STUDIES- - i) To check Sea Intrusion as per TORs approved
by IRSA - ii) Ecology of Indus Delta as per TORs proposed
by Sindh - PUNJAB HELD THE VIEW THAT SINCE STUDY (I) FOR SEA
INTRUSION IS OBLIGATORY UNDER THE ACCORD THIS
SHOULD BE UNDER TAKEN FORTH WITH.
89MINIMUM ESCAPAGE TO SEA BELOW KOTRI
- PUNJAB FURTHER EMPHASIZED THAT THE STUDY (II)
REGARDING ECOLOGY SHOULD ALSO COVER AREAS IN
PAKISTAN PUNJAB AS WELL AS OTHER PROVINCES
AFFECTED BY INDUS BASIN TREATY 1960 AND THE
DEVELOPMENT OF AGRICULTURE AND INDUSTRY. TORs OF
THIS STUDY BE AGREED BY ALL THE PROVINCES BEFORE
IT IS LAUNCHED (StudyIII) - PARLIAMENTARY COMMITTEE ON WATER REASOURCES IN
ITS MEETING ON 16TH DECEMEBER 03 DECIDED TO
UNDER TAKE STUDY I AND II IMMEDIATELY AND STUDY
III REGARDING ENVIORNMENT CONCERNS IN OTHER
PROVINCES WITH IN SIXTY DAYS.
90INDUS RIVER DELTA
- EXTENDS FROM KARACHI TO INDIAN BORDER NEAR RUNN
OF KUCHH AND IS 125 MILES LONG. - ARABIAN SEA TIDAL WAVES INTRUDE ON TO THE SEA
COAST IN A STRIP OF 5 TO 25 MILES AFFECTING 15.3
LAC ACRES. - FLOOD BUNDS HAVE BEEN CONSTRUCTED ALONG INDUS
RIVER FROM KOTRI BARRAGE UPTO START OF AREA
AFFECTED BY TIDAL WAVES. THE FLOOD BUNDS ARE 5
MILES APART STOP 25 MILES AWAY FROM THE SEA - A LARGE PART OF INDUS DELTA (About 32 Lac Acres)
HAS BEEN RECLAIMED AS CONSEQUENCE OF KOTRI
BARRAGE WORKS AND IS BEING IRRIGATED BY LEFT AND
RIGHT BANK CANALS NAMELY PANYARI, PHULELI, LINED
CANAL AND KALRI CANALS SYSTEMS.
91INDUS RIVER DELTA
- WIDTH OF DELTA WITHIN THE FLOOD BUNDS REDUCED TO
ONLY 5 MILES AND AREA AFFECTED WITHIN THE BUNDS
IS LESS THAN 3 LAC ACRES. - TO CHECK SEA INTRUSION WITHIN FLOOD BUNDS
REQUIRES CONSTRUCTION OF GATED STRUCTURES ACROSS
INDUS RIVER. - TO CHECK SEA INTRUSION ALONG THE WHOLE SEA COAST
OF SINDH MEASURING 125 MILE WHICH IS A REGULAR
TIDAL ACTIVITY REQUIRES HUGE DYKES ON THE
PATTERN OF HOLLAND. - HAVING CHECKED THE SEA INTRUSION, RECLAIMED
LANDS CAN BE DEVELOPED BY FURTHER EXTENSION OF
THE EXISTING CANAL SYSTEM AND RATIONALIZATION OF
WATER ALLOWANCES.
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93National Program for Lining of watercourse
94THE PERSPECTIVE
- The issue of water management was considered in
a meeting taken by the President of Pakistan on
29th September 2003. - It was the decided to launch a National Program
of lining and improvement of all the unimproved
watercourses. - The following Federal level Committee has been
constituted to work out details for launching
the National Program. - Federal Minister for food Agriculture
(Chairman) - Secretary Ministry of Food Agriculture and Live
Stock (Member) - Secretary Ministry of Finance (Member)
- Secretary Planning Development Division
(Member) - E.N.C. Pak Army (Member)
- Mr. Jahangir Tareen MNA (Member)
95WATERCOURSE LINING NATIONAL SCENARIO
96WATERCOURSE LINING THE PUNJAB SCENARIO
97WATER COURSE IMPROVEMENT APPROACH
-
- Generally 15 length of main watercourse is
lined in FGW while upto 30 is lined in Saline
areas while the earthen improvement is carried
out in the remaining length of watercourse. - The main watercourse constitutes around 20 - 25
of the total length of watercourses including
the field watercourses in local command areas of
the outlet. - Thus the extent of lined length is limited only
to 3 to 6 of the total length of watercourse
in the local command depending upon groundwater
quality. - Lining being only limited, the main work is that
of improvement of earthen watercourse and
installation of pacca nakkas
98IMPACTS OF WATER COURSE LINING
-
- Saving of Seepage Losses due to lining of 3 or
6 lengths of watercourse would be quite
limited. - Operational losses due to improvement of water
courses and installation of pacca nakkas are
reduced to varying degrees which results in
improvement of irrigation efficiency at local
level. - There have been quite serious concerns regarding
sustainability of WUAs and post-project
maintenance of the lined watercourses.
99WATER LOSSES IN THE IRRIGATION SYSTEM
100MAJOR ISSUES
- It has been indicated by the Planning Commission
that as a result of launching of National Program
for Lining of Watercourses, there would hardly be
any funding left for other Water Sector Projects
being financed under PSDP. - Lining of Watercourses is a local area
improvement intervention, while the Projects
conceived for rehabilitation / improvement of
irrigation infrastructure are of strategic
importance. The implementation of these projects
can not be delayed, because any consequent
failure of the aging irrigation system may result
in collosal and unrecoverable loss to the
national economy due to stoppage of irrigation
supplies. - The past performance of OFWM Projects indicate
that the average number of watercourses lined per
annum was around 1,000, while the maximum
achievement was around 2000 watercourses in a
year. The present Program envisages lining of
7,000 watercourses per year.
101OVERALL RECOMMENDATIONS
- OFWM Programs are local area efficiency
improvement program and may be funded to the
extent of need and implementation capacity. - While there is no doubt that the lining of
watercourses shall efficiently deliver water to
tail farmers, the priority of this program
cannot be higher than the strategic Irrigation
Projects planned for the safety and up-gradation
of the irrigation infrastructure. - Matter may be taken up with federal government
to impress upon them not to divert funding from
Mega irrigation Projects of Punjab (Irrigation
System Rehabilitation, Barrages Rehabilitation /
Modernization and Lining of Distributaries). - The lining of water course may be financed from
World Bank funded OFWM-IV Project which is
being implemented nationally and Punjab's
component is being financed at Rs 3.5
billion. The World Bank can be approached to
suitably enhance their funding for the purpose.
102 MAIN RECOMMENDATIONS
103MAIN RECOMMENDATIONS
- Punjab Irrigation System is under tremendous
stress due to increase in water requirements in
sequel to rapid population increase and
agriculture development. Canal System is designed
hardly to supply 40 50 of the over all crop
requirements. - Pakistan is faced with serious water scarcity
which is continuously aggravating with
progressive sedimentation of existing reservoirs,
occurrence of periodic drought cycles and
depletion of fresh water aquifers due to over
pump page. - IMMEDIATE CONSTRUCTION OF A NEW STORAGE IS
REQUIRED TO - i) Compensate for storage loss of existing
Reservoirs due to sedimentation. - ii) Sustain existing irrigated Agriculture.
- iii) Effect future Agricultural Development.
- iv) Meet rapidly growing power demand.
- v) Regulate and control Flood Peaks.
104MAIN RECOMMENDATIONS
- NEW RESERVOIR WHICH CAN DELIVER ADDITIONAL SUPPLY
IMMEDIATELY IS SUPPORTED IN THE FOLLOWING ORDER
OF PREFERENCE. - i) Kalabagh with outlets on either side.
- ii) Akhori either simultaneously or after
Kalabagh. - iii) Basha.
- v) Skardu / Katzara.
- Punjab considers Water Accord of 1991 as
sacrosanct and should be implemented in totality.
Punjab does not support re-opening of settled
issues like present and previous Accords and
Treaties as it would open a Pandoras Box leading
to serious controversies amongst the provinces
totally blocking development of water resources
in Pakistan. - Existing sharing arrangements of river supplies
on the base line of actual average system uses of
1977-82 as envisaged in para 14 (B) of the Water
Accord may continue till the available supply is
short of 114.35 MAF.
105MAIN RECOMMENDATIONS
- Punjab agreed to undertake obligatory study No, 1
regarding releases below Kotri to check sea
intrusion and an other study No. 2 for
environmental concerns of Indus Delta immediately
and study No. 3 regarding environmental concerns
in Pakistan within 60 days as per decision of the
Parliamentary Committee. - Lining of water channels is a management option
complementing management activities and is not a
substitute or alternate to construction of new
major storages. - Punjab re-iterates its views that the existing
procedures adopted by IRSA to determine filling
criteria of Mangla and Terbela Reservoirs are in
order and need no modification. - Punjab emphasizes postponement of Raised Mangla
Project till 2020 and divert resources to
immediate construction of a new reservoir on
Indus River. Resettlement and land acquisition
activities of this project may be continued and
completed before this project is undertaken. -
106WATER APPORTIONMENT ACCORD, 1991 WATER
AVAILABILITY FOR NEW STORAGE DAMS
(MAF)
- AVERAGE RIM STATION INFLOWS IN WESTERN 150 (
) - AND EASTERN RIVERS (1975-2003)
- AVERAGE ESCAPAGES BELOW KOTRI (1975-2003)
35 - AVERAGE SYSTEM USES (1977-82) 103
- - PARA (2) ACCORD USES 114
EXPECTED INDIANS WITHDRAWALS - WESTERN RIVERS 3.0
- EASTERN RIVERS 2.0
- - EXPECTED AVERAGE NET BALANCE AVAILABLE
30 - FOR STORAGES (includes 11 MAF of Para 2)
107Comparison of Large Dams and Hydropower Projects
108Comparison of Large Dams and Hydropower Projects
109RAISING OF MANGLA DAM
110MANGLA RAISING PROJECT SALIENT FEATURES
- THE PROJECT IS APPROVED BY ECNEC AT A COST OF Rs
62.0 BILLION WITH A MAJOR COMPONENT OF
RESETTLMENT COSTING OVER RS. 30 BILLION - A PROVISION WAS MADE IN THE ORIGINAL DESIGN FOR
FUTURE RAISING OF THE MANGLA DAM EMBANKMENT BY 40
FT TO OFFSET THE FUTURE CAPACITY LOSS DUE TO
SILTATION AND TO CONTINUE TO MEET THE ESSENTIAL
REPLACEMENT NEEDS OF THE PUNJAB CANALS - NOW THE PROPOSED RAISING IS 10 FT LESS THAN
DESIGN PROVISION, RESULTING IN PERMANENT LOSS OF
0.7 MAF REPLACEMENT POTENTIAL
111MANGLA RAISING PROJECT SALIENT FEATURES
- RAISING MANGLA DAM IS NOT A NEW DAM PROJECT BUT
IS THE REHABILITATION OF THE PROGRESSIVE LOSS BY
SILTATION OF THE ORIGINAL LIVE STORAGE CAPACITY. - AGAINST 2.9 MAF STATED AS ADDITIONAL CAPACITY OF
RAISING MANGLA LAKE,1.88 MAF WOULD COMPENSATE FOR
THE ALREADY SILTATION LOSS. THE BALANCE WOULD GET
ERODED IN ANOTHER 15 TO 20 YEARS BY PROGRESSIVE
SILTATION AND FOR THE LIKELY RAISING OF THE
MANGLA DEAD STORAGE LEVEL TO CHECK ADVANCEMENT OF
DELTA.
112MANGLA RAISING PROJECT THE MAIN ISSUES
- THE MAIN ISSUE FOR RAISING MANGLA IS THAT THE
OTHER PROVINCES HAVE STARTED MAKING A CLAIM ON
MANGLA STORAGE AS IF IT IS A DEVELOPMENT STORAGE
UNDER PARA 4 OF WATER ACCORD 1991. - THE FILLING OF RAISED MANGLA IS HIGHLY UNCERTAIN
IT WOULD NOT FILL 4 OUT OF 10 YEARS. - IT IS ALSO BEING POSTULATED THAT RAISED MANGLA
WOULD BE CONSIDERED TO REDUCE PUNJAB EXISTING
SHARE FROM INDUS RIVER WATERS. THE DOUBTFUL,
ERRATIC AND UNCERTAIN ADDITIONAL MANGLA STORAGE
WOULD BE SHOWN AGAINST PUNJAB, AND PUNJAB WOULD
BE PUSHED TO FORGO ITS SHARE FROM INDUS RIVER
SUPPLIES AND TARBELA STORAGE.
113MANGLA RAISING PROJECT PROPOSED PUNJAB STAND
- THE CLAIM OF OTHER PROVINCES FOR ANY DEVELOPMENT
STORAGE SHARE IS NOT TENABLE AND CANNOT BE
SUPPORTED BECAUSE RAISED MANGLA IS NOT A NEW DAM
UNDER THE WATER ACCORD 1991 - IT IS APPREHENDED THAT MANGLA RAISING WOULD
CREATE MORE CONTROVERSIES AND DISHARMONY AMONGST
THE PROVINCES. - IT IS THERE FORE PROPOSED THAT MANGLA DAM RAISING
MAY ADVISABLY BE STARTED WHEN CAPACITY LOSS BY
SILTATION EXCEEDS 2.00MAF AFTER YEAR 2020.
HOWEVER MEASURES MAY BE INITIATED FOR
RESETTLEMENT AND LAND ACQUISITION FOR PLANNED DAM
RAISING
114LOCATION MAP
Skardu Dam Site
BASHA DAM SITE
Akori Dam Site
Kalabagh Dam Site
115UPGRADATION / RELOCATION OF KKH FORBASHA DIAMER
DAM PROJECT
94 km
281 km
Length of Section
40 km
Hasanabdal
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