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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
3
PUNJAB IRRIGATION SYSTEM SALIENT FEATURES AND
SETTING
4
PUNJAB 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

5
PUNJAB 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

6
INDUS 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

7
INDUS 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    outdated in the context of current agricultural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)

8
INDUS 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

9
INDUS 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.

10
WATER SECTOR VISION AND DEVELOPMENT STRATEGIES
PROJECTS
11
VISION
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.
12
Adequate 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.

13
SUSTAINABILITY 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
14
SUSTAINABILITY 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

15
EQUITABLE 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.

16
Food 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

17
Proposed Water Sector Projects
(Rs in Billion)
Continued
18
Proposed Water Sector Projects
(Rs in Billion)
19
Need For New Storages and Their Prioritization
20
Indus 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

21
PRE AND POST INDUS BASIN TREATY CANAL WATER
AVAILABILITY
(MAF)
SOURCE NATIONAL WATER POLICY STUDY
22
Progressive Storage Loss in the Major Reservoirs
23
(No Transcript)
24
POPULATION AND WATER REQUIREMENT PROJECTIONS
25
RELEASES BELOW KOTRI (MAF)
26
Cost 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



27
Comparison 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.
28
POSITION 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
29
Position 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.
30
Tube 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.
31
THANKS
32
(No Transcript)
33
DESIGNED VS ACTUAL IRRIGATION
34
(No Transcript)
35
MAIN CANALS WATER ALLOWANCES (PERENNIAL)
36
MAIN CANALS WATER ALLOWANCES (NON-PERENNIAL)
37
Lining of Irrigation Channels in Punjab Salient
Features
38
Progressive Storage Loss in the Major Reservoirs

39
Irrigation System Rehabilitation ProjectSalient
Features
40
Rehabilitation and Modernization of Punjab
Barrages Salient Features
41
PUNJAB BARRAGES REHABILITATION AND
MODERNIZATION PROJECT
Emergent / Long Term Remedial Measures on Six
Barrages Jinnah, Taunsa, Khanki, Balloki,
Sulemanki Islam
42
Local 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.

43
FPSP-IISalient Features
44
Irrigation System Rehabilitation Project Main
Components
45
HUDIARA DRAIN WATER QUALITY
46
PUNJAB 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.
47
WORK PLAN FOR DESILTING OF DRAINS IN PUNJAB
48
MANAGEMENT DURING DROUGHT
49
DESILTING OF CANALS
50
9. 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.

51
IRRIGATION FOR POVERTY ALLEVIATION
52
VIEW OF NEW DHOK TAHLIAN DAM
53
(No Transcript)
54
STONE APRON MASONRY PROFILE Fan Management of
Mithawan Hill Torrent
55
INDUS 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
56
INDUS 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
57
INDUS 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)
58
MAIN CANALS WATER ALLOWANCES (PERENNIAL)
59
MAIN CANALS WATER ALLOWANCES (NON-PERENNIAL)
60
(No Transcript)
61
(No Transcript)
62
INDUS WATER TREATY 1960
63
INDUS 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.

64
INDUS 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
67
WATER 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.

68
APPORTIONMENT 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

69
SALIENT 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.

70
SALIENT 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.

71
APPORTIONMENT 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

72
INDUS 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

73
DECISION 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

74
CHIEF 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

75
SHARING 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.
76
WATER 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.

77
WATER APPORTIONMENT ACCORD
(MAF)
78
Comparison Of Provincial Water Sharing As Per
Para 14 (B) And Para 2 Of Water Accord 1991
(All figures in MAF)
79
Provincial Water Sharing In Indus Basin
80
PUNJAB 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

81
PUNJAB 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

82
INDUS 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.

83
INDUS 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.

84
MINIMUM ESCAPAGE TO SEA BELOW KOTRI AND
ENVIRONMENTAL ISSUES
85
MINIMUM 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.

86
MINIMUM 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.

87
MINIMUM 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.

88
MINIMUM 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.

89
MINIMUM 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.

90
INDUS 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.

91
INDUS 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.

92
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93
National Program for Lining of watercourse
94
THE 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)

95
WATERCOURSE LINING NATIONAL SCENARIO
96
WATERCOURSE LINING THE PUNJAB SCENARIO
97
WATER 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

98
IMPACTS 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.

99
WATER LOSSES IN THE IRRIGATION SYSTEM
100
MAJOR 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.

101
OVERALL 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
103
MAIN 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.

104
MAIN 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.

105
MAIN 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.

106
WATER 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)

107
Comparison of Large Dams and Hydropower Projects
108
Comparison of Large Dams and Hydropower Projects
109
RAISING OF MANGLA DAM
110
MANGLA 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

111
MANGLA 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.

112
MANGLA 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.

113
MANGLA 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

114
LOCATION MAP
Skardu Dam Site
BASHA DAM SITE
Akori Dam Site
Kalabagh Dam Site
115
UPGRADATION / RELOCATION OF KKH FORBASHA DIAMER
DAM PROJECT
94 km
281 km
Length of Section
40 km
Hasanabdal
116
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