Water resources and conservation strategy of Pakistan.
Ahmed, Ayaz ; Iftikhar, Henna ; Chaudhry, G.M. 等
Water is an essential element for survival of all living things. It
is a vital factor for economic development--for augmenting growth of
agriculture and industry. The paper analyses the water resources and
conservation strategy of Pakistan. Since independence, this country has
constructed only two big dams, i.e., the Tarbela and the Mangla Dams.
The sedimentation condition in these dams has resulted in the decline of
their storage capacity. The study indicates that due to stagnant water
resources, the per capita water availability is decreasing at an
alarming rate. The study highlights the proposed and ongoing water
projects. The paper also articulates a water conservation strategy for
Pakistan in order to fulfil future requirements.
Keywords: Water Resources, Water Conservation, Pakistan
1. INTRODUCTION
Water is one of the basic necessities of life. God has gifted
Pakistan with abundant water resources, with rivers flowing down the
Himalayas and Karakoram heights from the world's largest glaciers
and free and unique bounty for this land. Pakistan is basically an
agrarian economy. Out of its total geographical area of 79.61 million
hectares, cultivated area is 22.05 million hectares. The total area
under irrigation is 19.02 million hectares [Agricultural Statistics of
Pakistan (2005-06)]. Irrigated land supplies more than 90 percent of
agricultural production and most of the country's food. Agriculture
sector is regarded as the backbone of Pakistan's economy. It
contributes 25 percent of the GDP. About more than 50 percent labour
force is employed in this sector. Agriculture sector is also the major
user of water and its consumption will continue to dominate water
requirement. Similarly, for industrial development main source of energy
is hydropower which is generated by dint of water stored in big dams and
reservoirs. Therefore the importance of the water for the survival of
our economy cannot be denied.
The objective of this paper is to analyse in-depth the water
resources and conservation strategies for Pakistan. Some scholars have
recognised the integrative effects of partition on water resource
governance in Pakistan. In Pakistan, Water and Power Development
Authority (WAPDA) was established to build and operate major dams and
canal constructed by Indus Basin Development Programme. To coordinate
large-scale infrastructure investment, the World Bank Commission on
Water and Power Resources of West Pakistan carried out a study in Sector
Planning [Lieftinck, et al. (1968)]. This study provided general
guidance for coordinating inter-sub sectoral investments in groundwater
development, drainage, hydroelectric power, agricultural inputs and
economic sector planning. 1970s witnessed tension related to economic,
environmental and institutional performance in water sector, which led
to new paradigms for water management. Concern began to grow when
national water sector expenditures were not yielding expected
agricultural and economic benefits; and they failed to support local
water institutions. In the International Drinking Water Supply and
Sanitation Decade (1981-90), improvement in domestic water supply and
sanitation has been made slowly and largely independently from other sub
sectors. Programmes have encouraged appropriate technology;
participatory approaches; and local financing, operation and maintenance
[Pasha and McGarry (1989); Altaf, et al. (1993)]. Vision for Water for
the 21st Century [Pakistan Water Partnership (1999)] lays out a bold
plan for progressive transformation of water resources governance,
economics and environmental quality. According to National Water Vision,
by 2025, Pakistan would have adequate water available through
conservation, development and good governance. Water supplies would be
of good quality, equitably distributed and meet the needs of all users
through an efficient and integrated management. Institutional and legal
system that would ensure sustainable utilisation of water resources and
support economic and social development with due consideration to the
environment, quality of life, economic value of resources, ability to
pay and participation of all stakeholders [Pakistafi's Water Vision
(2003)].
The remaining portion of the study is organised as follows. The
Section 2 highlights the water resources in Pakistan, while the Section
3 discuses the water demand and availability in Pakistan. The
conservation of water resources is explained in Section 4. The final
section presents the conclusion of the study.
2. WATER RESOURCES OF PAKISTAN
There are two types of major water resources in Pakistan, natural
and artificial. Natural resources include rainfall, rivers, glaciers,
ponds, lakes, streams, karez and wells etc. whereas artificial resources
consist of the surface water from rainfall and rivers, which is in
excess of the requirements for irrigation and other uses, is stored in
dams and reservoirs. The water from these dams and reservoirs is not
only used for irrigation and supplying water for daily consumption, but
also used for hydroelectric power generation.
Rainfall
There are two major sources of rainfall in Pakistan i.e. the
Monsoons and the Western Disturbances. There is about 70 percent of the
annual Monsoon rainfall from July to September. Pakistan has both arid
and semi-arid zones. The entire Indus plain receives an average seasonal
rainfall of 212mm and 53mm in the Kharif and Rabi seasons respectively.
The rainfall varies as we move from the north and northeast to the south
of the country. It is only the canal command areas in the NWFP and the
northernmost canal commands of the Punjab Province that receive some
appreciable amount of rainfall during summer as wall as in winter
season.
Based on 10-Year average (1996-2006), data of annual rainfall in
some of the major cities is depicted in the following graph.
Glaciers
There are more glaciers in Pakistan than any other land, except
North and South Poles. The glacier area of Pakistan is about 13,680 sq
km and on the average is 3 percent of mountainous region of upper Indus
Basin and accounts for most of the river turnoff in summer. Pakistan has
greatest mass and collection of glaciers on the earth. In Karakoram
Range, the total length of glaciers is 160 kin. About 37 percent of the
Karakoram area is under its glacier, Himalayas has 17 percent and
European Alps has 22 percent.
It was estimated the total area of glacier of the upper Indus
catchments is about 2,250 sq km, which is mainly from most of the river
runoff in the summer season. The snow fed Kabul river starts from Unal
Pass in southern Hindukash is at an elevation of 3,000 meters above the
sea level. After flowing in eastern Afghanistan, it enters Pakistan from
north of Khyber Pass. The Jhelum River originates from Kashmir at lower
elevation than that of Indus River (Pakistan Water Strategy Report).
Rivers and Dams
Pakistan has been blessed with a number of rivers which are
tributaries to the Indus. The five main rivers which join Indus from
eastern side are Jhelum, Chenab, Ravi, Beas and Sutlej, beside three
minor rivers are the Haro, Soan and Siran. There are number of small
rivers which join the River Indus from the west side, in which biggest
river is Kabul and others are Kunar, Punj, Kora. The Gomal Kurram, Tai,
Kohat Tank and several other small streams join the Indus River from the
right side.
The Table 1 transpires that maximum flow in Indus River during the
Kharif season (April to September) was 55 .087 MAF (million acre feet)
and at minimum was 42.208 MAF and on the average was 51.3 MAF during the
period 2002-07.
The overall maximum flows during kharif season of six rivers
including Indus, Jhelum, Chenab, Ravi, Sutlaj and Kabul was 118.9 MAF in
2005-06 and minimum flow was 80.226 in 2004-05 and on the average, it
was 101.9 MAF during the period 2002-07. Similarly, for the Rabi season
(October to Mach) the maximum flow in case of Indus River was 10.0 MAF
in 2006-07 and minimum flow was 8.5 MAF in 2003-04. On average it was
9.1 MAF during 2002-07. Whereas, overall maximum flow for the Rabi
season for all the major rivers was 29.2 MAF and minimum was 21.6 MAF in
2002-03 and on the average, was 25.1 MAF during 2002-07.
The historical background of dams in Pakistan is relatively short.
At the time of independence, there were only three dams in Pakistan. The
Khushdil Khan Dam--1890 and Spin Karazi. 1945 was located in water scare
area of Balochistan. In Punjab there was only Nomal Dam, 1913 which was
located in the Mianwali district.
In Pakistan, the construction of dams was started in 1955 when the
country was facing acute shortage of power and Warsak Dam was
constructed on the Kabul River near Peshawar.
Later on India stopped water supply for Pakistan which affected the
network of cannel system. It became very important to build the large
storage of dams to restore water for affected canal system. Two large
dams were constructed; one is Mangla with the gross storage capacity of
5.88 MAF and other is Terbala with storage capacity of 11.62 MAF, as
part of its Indus Basin Replacement Works. There are number of water
supply dams and relatively smaller schemes of irrigation were also
undertaken.
The above Table 2 shows the original gross storage capacity of the
major reservoirs estimated at 18.37 MAF. Whereas by 2003, storage loss
was estimated at 4.69 MAF, that is 26 percent of the original gross
storage capacity due to sedimentation. According to MTDF by 2010, the
storage loss would be 6.03 MAF which would be 33 percent of the gross
storage capacity.
Surface Water
The resource of surface water is the Indus System based on the
river inflow measured at the rim station. In the context of Indus Basin
System a rim station is defined as a control structure (barrages,
reservoirs etc.) on river just when the river system enters into the
Pakistan territory or upstream of the canal irrigated Indus plain of
Sindh and Punjab provinces.
The rim stations for the Indus System Rivers are the Kalabagh
Barrage for the main Indus River, Marala Berage for the Chenab River,
Marala Reservoir for the Jehlum River, and Sulemanki and Ballkoi
barrages for the Sutlej and Ravi rivers.
The Indus System and its tributaries bring on an average 154 MAF of
water annually. Three Western rivers contain 144.91 MAF of water and
Eastern rivers contain 9.14 MAF of water. From total of this water,
104.73 MAF is utilised for irrigation, 39.4 MAF flows to sea and about
9.9 MAF is consumed by the system losses which include seepage,
evaporation and spill during floods. The flow of the Indus Rivers varies
from year to year and within the year.
The water of Indus Basin Rivers is diverted to main canals through
reservoirs/barrages. These canals distribute the irrigation water
through a network of branch canals into the command area.
The Indus Basin Irrigation System is the world one of the best net
work consisting of 16 barrages, 3 major reservoirs, 2 head-works, 2
siphons across major rivers, 44 canal systems, (23 in Punjab, 14 in
Sindh, 5 in NWFP and 2 in Balochistan)12 inter river link canals and
more than 107,000 water courses. The total length of canals is about
56,073 km. With the addition to canal supply, the system utilises 41.6
MAF of groundwater pumped through more than 500,000 tube wells (Pakistan
Water Strategy Report).
Groundwater in Pakistan
Other important source of water is groundwater which consists 99
percent of freshwater and easily accessible for the world. In Pakistan
the volume of ground water is immeasurable. In last four year its
availability has been increased from 3 percent to the 40 percent of
total water available at the farm gate. The Government of Punjab has
underlain unconfined aquifer covering about 79 percent of area, whereas
the Government of Sindh has underlain about 28 percent of area of fresh
ground water.
The water is used for irrigation purposes and pumped through tube
wells. Whenever groundwater is saline is put into drains. Water which
cannot be cleaned is utilised for the irrigation proposes, after
diluting with the fresh canal water. In the last 25 to 30 years,
especially in the Upper Indus plain the ground water is utilised for the
canal supplies where the quality of groundwater is good. The irrigation
of land has been started though tube wells in early sixties. For the
Indus Basin Irrigation System (IBIS) 500,000 tube wells has been
installed. It has been estimated that the pumpage in all command area is
50 Billion Cubic Meter (BCM). The total potential of groundwater in
Pakistan is 55 MAF (Pakistan Water Strategy Report).
3. WATER DEMAND AND AVAILABILITY
The level of agricultural production is directly related to the
availability and effective use of water as a major input. The demand for
water is increasing rapidly, while the opportunities for further
development of water resources are diminishing.
Several reasons for growing water strategies could be attributed to
expansion in irrigation activities for boosting food and non-food
production to meet the increasing demand of growing population and
growth in civic population needing large supply of water. Salinity is
another severe problem to be tackled. Salinity mainly occurs in some
irrigated land rocking water in the soil which absorbs mineral salts
from the earth. Due to evaporation of water, such salts dry out on the
soil surface and deplete its fertility. It is estimated that salinity
has damaged about 25 percent of cultivated land. Reclamation of salined
land is too much expensive. In Pakistan half of the run water (it is
water, falls on the country, is collected in river, lakes and dams) is
drawn about as much gain from the under ground spin aquifer. By 2025
water demand would be 92 percent of entire runoff. It is estimated that
25 percent about has been destroyed due to salinity. For irrigation
purpose, only one third of water is used. Efficient use of water is
enrolment friendly. Both over watering a poor drainage system are
compounding the salinity problem [Kaleem (2007)].
"Managing the Indus River Basin the Light of Climate
Changes", water supply is falling behind agricultural and urban
demand particularly in Karachi where population growth exceeds the
physical institutional capacity of the public water system [Omar
(2004)].
Allocation of water among the provinces used to be made on ad hoc grounds up to March 1991, when there was mutual consensus in the form of
inter-provincial water accord. Unfortunately, due to drought of the late
1990s continued to the 21st century resultantly the accord remained
unworkable. This has made imperative to work out an efficient and
equitable management strategy about Indus Basin. There has been growing
realisation to economise water through using best cultivation techniques
for proper water management.
The above Table 3 depicts the total water availability for the last
10 years from 1997-98 to 2006-07. It is in a matrix form, showing the
water position during Kharif and Rabi seasons of each year with a
bifurcation of surface water and ground water. The surface water is both
at canal head and farm gate level. Whereas the ground water is in form
of public, private and scrap tube wells. The total surface water at farm
gate level is showing a rising trend right from 1997-98 to 2006-07 and
similarly, is the position of surface water at farm gate during the
Kharif season. This is due to increasing demand for water in irrigation
with the passage of time. However, in case of Rabi season surface water
at farm gate level shows somewhat a mixed trend. The water availability
at canal head has always been more than that of farm gate level.
So far as ground water is concerned, the water availability both
during Kharif and Rabi seasons remained stagnant throughout the period
1997-98 to 2006-07. However, water availability through private tube
wells both during Kharif and Rabi seasons more or less has been
increasing throughout the last 10 year period.
Per capita water availability has been declining at an alarming
rate, from 5300 cubic meters in 1951 to about 1200 cubic meters in 2000.
The per capita water availability during the various years is given in
Table 4.
According to State of Environment Report 2005, the shortage of
water has been estimated at 25 percent for the year 2010 and 33 percent
for 2025. The uncontrolled harvesting of groundwater for irrigation
purposes has led to severe environmental hazards. Today, groundwater
contributes about 48 percent of available water. The water demand both
for irrigation and non-irrigation purposes by the year 2009-10 is
estimated at 168.99 MAF. The water supply at farm gate in the year 2004
is 135.68 MAF, which is expected to increase to 150.30 MAF by the year
2009-10.
According to the National Water Policy (2004), for irrigation
purpose about 93 percent of the water currently is utilised in Pakistan.
The rest is supplied to urban and rural populations and industry. As
mentioned earlier, Pakistan's population is estimated to increase
221 million by the year 2025, the percentage of water requirement would
be increased dramatically. The details of water availability and
requirement are given in Table 5.
The Irrigation System of Pakistan
The irrigation system of Pakistan is the largest integrated
irrigation network in the world, serving 42 million acres of cultivated
land. This system is fed by the water of the Indus River and its
tributaries. The salient features of the irrigation system are given in
the following Table 6.
The major storage reservoirs include Tarbela, Chashma on Indus
River and Mangla on Jhelum River. The total length of main canals and
distributaries are 64,000 km. whereas watercourses comprise another
1,621,000 km. The diversion of river waters into off taking canals is
made through barrages, which are gated diversion weirs. The main canals
in turn deliver water to branch canals, distributaries and minors. The
watercourses get their share of water through outlets in the'
irrigation channels. Distribution of water from watercourses is effected
through a time schedule called "Warabandi".
4. CONSERVATION OF WATER RESOURCES IN PAKISTAN
Scarcity of water and drought has compelled the countries to adopt
the conservation measures. In the scare water situation, Islam do not
permits unnecessary utilisation of water. Scrolling the pages of Islamic
history, we witness the struggle of Hazrat Hajira for water under
blazing sun in the burning desert and sprouting of water spring from the
rocky soil as a gift from Allah. The efforts for search of water was so
much liked by the Almighty Allah that it has become a fundamental part
of Hajj till the Day of Judgment. Moreover, cessation of water with
stones to avoid its wastage and stocking it for long time besides saying
"Zam Zam "means "stop" was the first step towards
water storage, which led to concept for construction of dams.
The construction of dams in Pakistan is imperative, as only two
major dams have been constructed after 1947, whereas, India and Turkey
have constructed 24 and 65 dams respectively during the same period. The
sedimentation in reservoirs is increasing drastically not just scuttled
resources for irrigation but also lower energy production which also
effects on industrial sector's expansion and efficiency of
agriculture. The government is working on prospect projects for raising
the storage in order to meet the future water and energy consumption of
our country. The details of the prospective storage projects are given
in Table 7.
The critical issue in water sector is to resolve the scarcity of
water through augmentation and conservation. The augmentation of water
supplies by implementing high priority projects like raising of Mangla
Dam, construction of Gomal Zam Dam, Greater Thai Canal, Rainee Canal,
Kachhi Canal, Mirani Dam, Sat Para Dam, Sabakzai Dam, Kurram Tangi Dam,
Diamer Basha Dam, Munda Dam and other medium and small reservoirs.
Priority will be given to the completion of ongoing schemes at advance
stages. It is estimated that on completion of these projects an area of
3,239,882 acres will be irrigated. The complete details of water
projects under implementation are given in Table 8.
Water Conservation Strategy
To work out a sound and cogent water conservation strategy is the
need of the time, as demand for water continues to rise because of
increasing use of water in agriculture and industry for the purpose of
economic development and due to rapid growth of population, whereas
there is limited supply of water. Water management is the biggest
challenge of 21st century confronted by the country, as irrigated
agriculture is 24 percent of GDP, the livelihood for the majority of
country and input of agro-based industry/exports. It has been made known
that a considerable amount of water is lost during its conveyance for
the seepage in the lengthy canals. Proper lining of the canal system
could reduce these losses. According to a WAPDA Report more than 5 MAF
of irrigation could be saved by lining of minor canals and addition 3.6
MAF could be saved by improvement of water courses. It is heartening to
note that Government of the Punjab has introduced modern telemetery
system to check and control water theft by the farmers. In order to
overcome the menacing of water shortage and its losses, it has become
imperative to work on the lines of "Blue Revolution" which is
threshold of the strategy meant for making use of more effective
techniques and obtaining optimum results for reduction in water losses.
The definition of "Blue Revolution" has been coined as a
system of drip irrigation that delivers water directly to the roots of
crops by cutting use of water by 30 to 70 percent and raising crop yield
on the average by 20 to 90 percent.
The Medium Term Development Framework (MTDF) 2005-10 proposes a
water conservation strategy with the aim to improve the performance and
utilisation of water supply and sanitation system and reducing financial
dependence on the Federal and Provincial Governments pertains to (i)
adoption of integrated approach, rational resource use, and the
introduction of water efficient techniques; (ii) containment of
environment degradation; (iii) institutional strengthening, capacity
building and human resource development (HRD); (iv) improving
performance and utilisation of local systems through better planning,
management and community participation; (v) improving quality of life
and easy access to water supply, especially for women, (vi) improving
sanitation through sewerage and drainage schemes; (vii) promoting
increased take up of household sanitation; and (viii) improving the
understanding of the linkages between hygiene and health through
community education campaigns, especially among the women and children.
Apart from MTDF strategy following recommendations are proposed in
the contest of water conservation and management;
* Crash programme for cleaning of water channels including
canals/water courses and distributaries.
* Participatory water management at secondary tertiary level in
collaboration with provincial irrigation departments.
* Regulating ground water pumpage by issuance of licenses to check
overdraft of aquifer.
* Better water management for increasing cropping intensity with
riverine area.
* Technical land levelling, surge irrigation, high irrigation
efficiency technology including drip and sprinkler.
* Strengthening of institutional capacity building by improving
financial sustainability.
* Better and more efficient use of funds.
* To harness the uncultivated lands for irrigation purpose, storage
of flood water during Monsoon season by construction of a series of
small dams/reservoirs on the barren lands and Barani areas of Northern
Punjab, NWFP and Balochistan.
* Attracting more foreign investment by making an environment
lucrative to it.
* Launching of incentive based upon public campaign emphasising
conservation of water at all levels.
5. CONCLUSION
The paper analyses the various aspects of water resources of
Pakistan and presents a water conservation strategy. The importance of
water cannot be laid aside while talking for economic growth and
development of Pakistan as it serves as a life blood of the economy.
With the rapid growth of population and increased use of water, its
supply is not meeting its demand over the time. Besides the menaces of
water shortages and energy crisis, global warming is another serious
challenge daunting the policy-makers of the country. Water use practices
in the country are not in accordance with water conservation and quality
requirements. Most of the water is polluted and unhygienic for drinking
purpose both for human and animals. There is a need to analyse the
existing water resources and recommending comprehensive conservation and
management strategy in view of catering the planning requirements for
the future. In order to overcome the burning issue confronted with water
requirements for agriculture and energy there is a pressing need to
construct some new mega dams which could serve the larger interest of
the people of Pakistan and their coming generations for accruing the
mutual benefits on the basis of equity and justice.
Every year due to floods a lot of water flows down towards sea and
its inundation causes huge and irreparable losses to human lives,
property and assets of public and private sectors. For overcoming such
menaces, small and flood dams at different sites should be constructed.
Last, but not least, there is a need to switch the irrigation from
traditional system to the directions of "Blue Revolution"
which could meet the challenge of water shortages and water losses to a
greater extent. The proper lining of the canal system could also reduce
water losses and in this way water could be economised and used for
alternative purposes.
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Ayaz Ahmed <chayazahmed@yahoo.com> is Senior Research
Economist, Henna Iftikhar <Henna_484@yahoo.com> is Staff
Economist, and G. M. Chaudhry <Chaudhrygm51@hotmail.com> is
Research Economist at the Pakistan Institute of Development Economics,
Islamabad.
Table 1
Annual Flow (MAF)
2002-03 2003-04 2004-05
Sr. Name of
No. River Kharif Rabi Kharif Rabi Kharif Rabi
1. Indus 48.28 7.944 55.087 8.540 42.063 9.511
2. Jhelum 12.307 5.097 17.659 5.008 11.739 6.717
3. Chenab 17.984 5.465 21.504 4.360 14.903 6.415
4. Ravi 0.413 0.452 0.854 0.093 0.391 0.405
5. Sutlej 0 0.027 0.022 0.094 0 0.043
6. Kabul 12.015 2.565 15.668 3.235 11.130 5.939
Total 90.999 21.55 110.794 21.33 80.226 29.03
2005-06 2006-07
Sr. Name of
No. River Kharif Rabi Kharif Rabi
1. Indus 56.00 9.535 55.066 9.975
2. Jhelum 17.725 5.468 16.437 6.777
3. Chenab 21.112 4.019 21.382 6.328
4. Ravi 0.702 0.142 1.164 0.352
5. Sutlej 0.311 0.044 0.070 0.08
6. Kabul 23.006 4.972 14.357 5.696
Total 118.856 24.18 108.476 29.208
Source: IKSA, Islamabad.
Table 2
Storage Loss of Reservoirs
Original Storage
Gross Storage Loss by
Storage Loss by the Year 2010
Capacity Year 2003 (Projected)
Reservoir (MAF) (MAF) (MAF)
Terbela 11.62 (1974) 3.14 (27%) 3.95 (34%)
Chashma 0.87 (1971) 0.37 (43%) 0.48 (55%)
Mangla 5.88 (1967) 1.18 (20%) 1.60 (27%)
Total 18.37 4.69 (26%) 6.03 (33%)
Source: MTDF (2005-10).
Table 3
Overall Water Availability
(Million Acre Feet)
Surface Water
At Canal At Farm
Year Season Head Gate
1997-98 Kharif 67.50 51.30
Rabi 35.64 0.65
Total 103.14 81.95
1998-99 Kharif 72.79 51.73
Rabi 37.91 30.98
Total 110.70 82.71
1999-00 Kharif 74.71 51.97
Rabi 31.99 31.40
Total 106.70 83.37
2000-O1 Kharif 62.85 52.57
Rabi 23.32 31.65
Total 86.17 84.22
2001-02 Kharif 58.11 52.62
Rabi 21.50 31.72
Total 79.61 84.34
2002-03 Kharif 68.19 52.68
Rabi 28.22 31.78
Total 96.41 84.46
2003-04 Kharif 69.59 52.86
Rabi 33.56 3i.90
Total 103.15 84.76
2004-05 Kharif 61.39 59.96
Rabi 24.53 25.70
Total 85.92 85.66
2005-06 Kharif 73.02 60.94
Rabi 31.51 26.12
Total 104.53 87.06
2006-07 Kharif 70.78 57.60
Rabi 31.18 29.88
Total 101.96 87.48
Ground Water
Total
Public Private SCRAP Water
Year Season T.Wells T.Wells T.Wells Availability
1997-98 Kharif 0.96 19.11 0.00 71.37
Rabi 0.97 19.16 0.00 50.78
Total 1.93 38.27 0.00 122.15
1998-99 Kharif 0.96 19.25 5.25 77.19
Rabi 0.97 19.38 5.25 55.59
Total 1.93 38.63 10.51 133.78
1999-00 Kharif 0.96 19.11 4.86 76.90
Rabi 0.97 19.16 4.85 56.38
Total 1.93 38.27 9.71 133.28
2000-01 Kharif 0.96 19.53 4.63 77.69
Rabi 0.97 19.62 4.64 57.08
Total 1.93 39.35 9.27 134.77
2001-02 Kharif 0.96 19.67 4.32 77.57
Rabi 0.97 20.04 4.33 57.06
Total 1.93 39.71 8.65 134.63
2002-03 Kharif 0.96 19.81 4.00 77.45
Rabi 0.97 20.27 4.01 57.03
Total 1.93 40.08 8.01 134.48
2003-04 Kharif 0.96 19.81 4.0 77.60
Rabi 0.97 20.27 4.01 57.15
Total 1.93 40.08 8.01 134.78
2004-05 Kharif 0.96 19.81 4.0 84.73
Rabi 0.97 20.27 4.01 50.95
Total 1.93 40.08 8.01 135.68
2005-06 Kharif 0.96 19.70 4.00 85.60
Rabi 0.97 20.28 4.01 51.38
Total 1.93 39.98 8.01 136.98
2006-07 Kharif 0.96 19.70 4.00 82.26
Rabi 0.97 20.68 4.01 55.54
Total 1.93 40.38 8.01 137.80
Source: Water Resources Section, Ministry of Planning and Development.
Table 4
Per Capita Water Availability
Year Population (Million) Per Capita Availability ([m.sup.3])
1951 34 5300
1961 46 3950
1971 65 2700
1981 84 2100
1991 115 1600
2000 148 1200
2013 207 850
2025 221 659
Source: Draft State of Environment Report 2005.
Table 5
Pakistan's Water Scenario
Year 2004 2025
Availability 104 MAF 104 MAF
Requirement (including Drinking Water) 115 MAF 135 MAF
Overall Shortfall 11 MAF 31 MAF
Source: Ten Year Perspective Development Plan 2001-11,
Planning Commission.
Table 6
Salient Features of Irrigation System of Pakistan
Structure No.
Major Storage Reservoirs 3
Small Dams (Appox. 3.00 MAF) 80
Barrages 19
Inter-River Link Canals 12
Independent Irrigation Canal Commands 45
Source: Pakistan's Vision of Water Resource Management.
Table 7
Prospective Storage Projects
Storage Capacity Installed
(MAF) Capacity
Name of Project Live Gross (MW) Status
Basha Dam 6.4 7.30 4500 Engineering Design
(Under Preparation)
Kalabagh Dam 6.10 7.90 3600 Ready for
Implementation
Skardu Dam -- -- 4000 Under Feasibility Study
Akhori Dam 3.60 7.00 600 -do-
Munda Dam 0.56 1.00 660 Engineering Design
(Under Preparation)
Source: Monthly Progress Report, WAPDA House, Lahore.
Table 8
Water Sector Projects under Implementation
Live
Cost Storage
Projects Location (US$M) (MAF)
Gomal Zam Dam NWFP 211 1.14
Greater Thal Canal * Punjab 501 --
Rainee Canal * Sindh 229 --
Kachhi Canal * Balochistan 538 --
Mirani Dam Balochistan 96 0.15
Sabakzai Dam Balochistan 26 0.02
Raising of Mangla Dam (30ft) AJ&K 1030 2.90
Satpara Dam Skardu 35 0.05
Multipurpose
Diamer Basha Dam NA & NWFP 6500 6.40
Kurram Tangi Dam NWFP 283 0.83
Area under
Irrigation Completion
Projects (Acres) Date
Gomal Zam Dam 163,086 March, 2010
Greater Thal Canal * 1534,000 June, 2008
Rainee Canal * 412,000 Sep, 2008
Kachhi Canal * 713,000 Dec, 2008
Mirani Dam 33,200 Completed
Sabakzai Dam 6,680 Dec, 2007
Raising of Mangla Dam (30ft) -- June, 2008
Satpara Dam 15,536 June, 2008
Multipurpose Feasibility in Feasibility in
Diamer Basha Dam Progress Progress
Kurram Tangi Dam 362,380 2010-11
Source: Water Resources Section.
RAILFALL DATA OF MAJOR CITIES
10 years average (1996-2006)
Bahawalpur 148
Hederabad 110
Jacababad 80
Kohat 621
Lahore 647
Multan 188
Sialkot 968
Peshawar 455
Queta 174
Rawalpindi 1176
Islamabd 1084
Zhob 263
Source: agricultural Statistics of Pakistan (Various Issues).
Note: Table made from bar graph.