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Groundwater Situation
in India: Problems and
Perspective
Dhirendra Kumar Singh & Anil Kumar Singh
Published online: 21 Jul 2010.
To cite this article: Dhirendra Kumar Singh & Anil Kumar Singh (2002) Groundwat er
Sit uat ion in India: Problems and Perspect ive, Int ernat ional Journal of Wat er
Resources Development , 18: 4, 563-580, DOI: 10. 1080/ 0790062022000017400
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Water Resources Development, Vol. 18, No. 4, 563–580, 2002
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Groundwater Situation in India: Problems and
Perspective
DHIRENDRA KUMAR SINGH & ANIL KUMAR SINGH
Water Technology Centre, Indian Agricultural Research Institute, New Delhi 110012, India.
Email:
[email protected],
[email protected]
ABSTRACT Overexploitation of groundwater and intensive irrigation in major canal
commands has posed serious problems for groundwater managers in India. Depletion of
water tables, saltwater encroachment, drying of aquifers, groundwater pollution, water
logging and salinity, etc. are major consequences of overexploitation and intensive
irrigation. It has been reported that in many parts of the country the water table is
declining at the rate of 1–2 m/year. At the same time in some canal commands, the water
table rise is as high as 1 m/year. Deterioration in groundwater quality by various causes
is another serious issue. Increased arsenic content in shallow aquifers of West Bengal
reported recently has created panic among the groundwater users. Summed together, all
these issues are expected to reduce the fresh water availability for irrigation, domestic
and industrial uses. If this trend continues unchecked, India is going to face a major
water crisis in the near future. Realizing this, the Government of India has initiated
several protective and legislative measures to overcome the groundwater management-related problems but, due to the lack of awareness and political and administrative will,
none of the measures has made any signicant impact. This paper highlights the critical
issues and examines the various schemes related to groundwater development and
management.
Introduction
Groundwater has played a major role in increasing the food production and
achieving food security in India. It is an important source of water for agricultural, domestic and industrial needs. Groundwater, a renewable source of water,
has the remarkable distinction of being a highly dependable and safe source of
water supply. This, in conjunction with the large-scale rural electrication in
India and easily available credit through nancial institutions, has been instrumental in the uncontrolled exploitation of groundwater during the last few
decades.
The importance of the groundwater resource in India can be realized by the
fact that about 50% of the total irrigated area is dependent upon groundwater
(Central Water Commission (CWC), 2000) and about 60% of irrigated food
production depends on irrigation from groundwater wells (Shah et al., 2000).
Studies also suggest that productivity of groundwater is more than that of
0790-062 7 Print/1360-064 8 On-line/02/040563–18 Ó 2002 Taylor & Francis Ltd
DOI: 10.1080/079006202200001740 0
564
D. K. Singh & A. K. Singh
Table 1. Share of groundwater in irrigation potential of India
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Source
Major and medium (surface water)
Minor irrigation (surface water)
Minor irrigation (groundwater)
Total (surface water and groundwater)
Total (major, medium and groundwater)
Percentage of groundwater in total
irrigation potential
Irrigation potential (million hectares)
Created up to
Utilized up to
Ultimate
1997–98
1997–98
58.5
17.4
64.0
81.4
139.9
46
33.6
12.6
46.5
59.1
92.7
29.0
11.0
42.7
53.7
82.7
50
51.6
Source: CWC (2000).
surface water due to the fact that it is available at the point of use, requires
minimum conveyance infrastructure, is available on demand and maximizes the
application efciency as the farmers have to pay the cost of lifting.
At the national level, there is considerable groundwater resource still available
for use (Table 1). However, when viewed at the micro level, there are regions
where intensive development has created a critical situation. Though, in the
post-Green Revolution era, the rapid expansion in use of groundwater primarily
for irrigation has contributed signicantly to the agricultural and economic
development of the country, sustainable development and management of this
resource have posed many challenges in recent years. Overexploitation of
groundwater in several parts of the country has resulted in declining groundwater levels, a reduction in supply, saline water encroachment, drying of the
spring and shallow aquifers, increased cost of lifting, reduction in free ow and
even local subsidence in some places. In several parts of India (north Gujarat,
southern Rajasthan, Saurashtra, the Coimbatore and Madurai districts of Tamil
Nadu, the Kolar district of Karnataka, the whole Royalseema region of Andhra
Pradesh and parts of Punjab, Haryana and Uttar Pradesh) declining water levels
are in the order of 1–2 m/year. It has been reported that declining water levels
could reduce India’s harvest by 25% or more (Seckler et al., 1998). Further
dangerous consequences of falling water levels are an increase in arsenic levels
in several regions of the country, uoride contamination of the drinking water
supply and many other forms of groundwater pollution, making tubewell water
unt for human consumption and farming.
While falling water levels are a major concern in India, intensive irrigation
in certain canal command areas, coupled with poor sub-surface drainage,
has created problems of waterlogging and salinity, making the soils unproductive.
The issue of assessment of groundwater potential is another important aspect
of groundwater development and management. In many cases the groundwater
potential estimated by the Central Ground Water Board of India (CGWB)
deviates from reality if examined at regional levels. There are instances where
CGWB estimates are on the high side (Singh, 2001). This paper critically reviews
the groundwater situation in India and issues related to its development and
management.
Groundwater Situation in India
565
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Assessment of Groundwater Potential and its Availability
The assessment of the groundwater resource in the country has always been
subjected to revisions. From time to time several attempt have been made by
various working groups/committees/task forces constituted by the government
of India to estimate the groundwater resource of the country based on the
available data and in response to development needs. But, due to a lack of
scientic data and incomplete understanding of the parameters in recharge and
discharge processes, all the previous estimates have been tentative and at best,
approximations. Even the present approaches to estimating the groundwater
potential adopted after the recommendations of the Groundwater Estimation
Committee (GEC) (1984, 1997), set up by the Government of India, can, at best,
be said to be a scientic approximation. Though the present methods are more
scientic in nature, there are some major drawbacks, which need improvement.
The two most popular methods, which are used by the CGWB and other
government agencies for assessment of groundwater potential, are the water
level uctuation method and the rainfall inltration method, using ad hoc norms
(GEC, 1984, 1997).
In the water level uctuation method, utilizable recharge is estimated based
on pre-monsoon (April–May) to post-monsoon (November) water level
uctuations for the area receiving the South-west Monsoon. Similarly, for the
area receiving the North-east Monsoon pre-monsoon (November) and post-monsoon (March) water level uctuation is taken into consideration. The specic
yield values of the geological formation in the zone of water table uctuation are
then multiplied by the difference between pre-monsoon and post-monsoon
levels to arrive at the utilizable recharge.
In areas where groundwater monitoring is not adequate in space and time, the
rainfall inltration method is adopted. The norms for rainfall inltration contributing to groundwater recharge have been evolved based on the studies
undertaken in various regions of India and rainfall inltration factors have been
recommended for these regions. The normal rainfall gures are taken from the
India Meteorological Department. Besides these, norms (GEC, 1984, 1997) are
available for the estimation of recharge due to seepage from canals, return
seepage from irrigated elds, seepage from tanks and lakes and potential
recharge in waterlogged and ood-prone areas. In both of these methods, total
subsurface inow into a region is assumed to be equal to the subsurface outow
from the region. In locations where the assumption that inow and outow
components are equal is not valid, as in smaller units, erroneous estimates can
be obtained.
Though, conceptually, the water level uctuation method appears to give
better results, it fails to give the real estimate of the groundwater resource
potential available for irrigation or any other use. In many regions where the
water-holding capacity of the aquifers is not high and geohydrological conditions are such that the water table rises to the ground surface during the
monsoon and falls to a very low level as a result of very high sub-surface
outow during the non-monsoon period, the total annual groundwater recharge
is not available for irrigation. This is obvious because the irrigation water
demand is spread over most months and is more during the non-monsoon
period. In other words, even though there is sufcient rainfall and groundwater
recharge, its availability is not guaranteed during the non-monsoon period. This
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566
D. K. Singh & A. K. Singh
method gives higher estimates of a utilizable groundwater resource in cases
where outow is higher than the inow. Singh (2001) determined the utilizable
groundwater resource potential of Rajgarh block of Mirzapur district using the
regional groundwater recharge and balance approach and compared it with the
estimates of the CGWB. According to this estimate the utilizable groundwater
balance is only 31.9 million cubic metres (MCM), which is far less than the
CGWB estimate of 112.3 MCM. This is due to the fact that a considerable portion
(79.3 MCM) of the recharged water goes as outow from the block and is not
available for irrigation. Incorrect reporting of the groundwater resource potential
has deprived several regions in India like this of new water resource development schemes as the CGWB has estimated surplus or adequate groundwater
resources in these regions and planners treat them as ‘adequate water zones’
(white category).
The National Commission on Agriculture (1976) assessed the total groundwater potential of the country as 67 million hectare metres (ha m) excluding soil
moisture, of which 26 million ha m was considered as available for irrigation.
When this was converted into the area to be irrigated, the ultimate irrigation
potential worked out to be 40 million ha. Again in 1979, the GEC assessed the
gross and net groundwater recharge as 46.79 million ha m and 32.49 million ha
m. With further advancement and understanding of the subject, GEC (1984)
came up with a revised methodology for assessment of the groundwater
potential. Based on this and the recommendation of the working group constituted by different states, the annual replenishible groundwater resource of the
country was estimated to be 45.33 million ha m. Out of this resource, groundwater for irrigation was computed as 38.34 million ha m per year and ultimate
irrigation potential in terms of area was estimated as 80.38 million ha, which was
double the estimate of National Commission on Agriculture (1976). This estimate
was further rened by adopting separate norms for the estimate from canal
command and non-command areas and the water requirement of the crops in
different zones. Accordingly, the total rechargeable groundwater resource potential of the country was xed at 43.19 million ha m. The available groundwater
resource for irrigation is 36.08 million ha m, of which the utilizable groundwater
is 32.47 million ha m. In terms of area, utilizable irrigation potential of the
country is now estimated as 64.05 million ha (CGWB, 2000).
Groundwater Utilization and Efciency of its Use
In India, groundwater development and use are restricted to the shallow zone
within a 50 m depth and are mostly nanced through institutional sources and
private efforts. The development of a deeper zone (50–300 m below ground
level) is usually in the public sector for community irrigation. The shallow
groundwater structure includes dug wells, dug cum bore wells, shallow tubewells and lter points, etc. The deeper structure includes heavy-duty tubewells
and bore wells. State-wise distribution of these structures (up to 1994) is given
in Table 2.
Groundwater utilization statistics reveal that the irrigation potential created
from groundwater up to 1993 was 35.38 million ha. The stage of groundwater
development worked out to be 55.23%. The actual stage of development worked
out on a volumetric basis was about 32% (Table 3). This variation was due to the
fact that the area which can theoretically be irrigated from the available ground-
Groundwater Situation in India
567
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Table 2. Number of groundwater withdrawal structures (up
to March 1994)
State/union territories
Dug wells
Shallow
tubewells
Public
tubewells
Andhra Pradesh
Arunachal Pradesh
Assam
Bihar
Goa
Gujrat
Haryan
Himachal Pradesh
Jammu and Kashmir
Karnataka
Kerala
Madhya Pradesh
Maharashtra
Manipur
Meghalaya
Mizoram
Nagaland
Orissa
Punjab
Rajasthan
Sikkim
Tamil Nadu
Tripura
Uttar Pradesh
West Bengal
Total states
Union territories
Total
1 309 860
—
—
509 770
102
709 070
42 420
3 570
2 779
545 156
212 814
1 307 070
1 350 020
—
—
—
450
593 413
93 470
853 263
—
1 470 807
—
1 149 930
54 330
10 208 294
16 857
10 225 151
113 160
—
49 597
755 142
—
8 300
463 037
374
2 087
37 837
4 103
23 886
254
10
780
—
—
20 205
622 600
21 686
—
171 305
2 432
2 420 593
296 539
5 013 927
26 083
5 040 010
8 109
—
2 702
6 625
105
5 588
1 799
289
172
—
64
1 940
—
5
3
—
4
5 768
2 002
75
—
—
164
28 446
4 766
68 626
797
69 423
Source: CWC (2000).
water resource has to be reduced based on the availability of land for irrigation
and considering the absence of suitable measures for the control and regulation
of groundwater development and to account for possible renements which
would be required in the present methodology of groundwater resource assessment (CGWB, 1995). According to the latest estimates of the CWC (2000), the
anticipated groundwater potential created and utilized up to 1997–98 is 46.5
million ha and 42.7 million ha, respectively (Table 1).
Efciency of groundwater use is, in general, higher than that of surface water.
This is due to the fact that the groundwater is available on demand at the point
of use, requiring little conveyance. It has been reported that crop yield in India
is up to 3 times higher than the crop yields from irrigation by canal system alone
(Table 4) (Chambers, 1988; Dhawan, 1989).
Groundwater Availability and Accessibility
Groundwater resources vary greatly in terms of their accessibility and ease of
recharge. The former depends on the structure of rocks and aquifers and the cost
and availability of different water-drawing technologies in relation to local
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568
Table 3. Groundwater resources and irrigation potential of India
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
State/union
territories
Andhra Pradesh
3.529 16
Arunachal Pradesh
0.143 85
Assam
2.471 92
Bihar
3.352 13
Goa
0.021 82
Gujarat
2.037 67
Haryana
0.852 76
Himachal Pradesh
0.036 60
Jammu and Kashmir
0.442 57
Karnataka
1.618 57
Kerala
0.790 03
Madhya Pradesh
5.088 92
Maharashtra
3.786 73
Manipur
0.315 40
Meghalaya
0.053 97
Mizoram
Not assessed
Nagaland
2 0.072 40
Orissa
2.000 14
Punjab
1.865 50
Rajasthan
1.270 76
Sikkim
Not assessed
Tamil Nadu
2.639 12
Tripura
0.066 34
Uttar Pradesh
8.382 10
West Bengal
2.309 23
Union territories
0.040 760
Total
43.188 50
Available
groundwater
resource
for
irrigation
in net terms
(million
ha m/year)
Utilizable
groundwater
resources
for irrigation
in net terms
(million
ha m/year)
Gross
draft
estimated
on pro rata
basis
(million
ha m/year)
Net
draft
(million
ha m/year)
Balance
groundwater
resource for
future use
in net terms
(million
ha m/year)
0.529 38
0.021 58
0.370 79
0.502 82
0.003 27
0.305 65
0.127 92
0.007 31
0.066 39
0.242 79
0.131 35
0.763 32
1.239 72
0.047 30
0.008 10
2.999 78
0.122 27
2.101 13
2.849 31
0.018 55
1.732 02
0.724 84
0.029 29
0.376 18
1.375 78
0.658 68
4.325 60
2.547 01
0.268 10
0.045 87
2.699 81
0.110 05
1.891 02
2.564 39
0.016 70
1.558 81
0.652 36
0.026 37
0.338 58
1.238 21
0.592 81
3.892 98
2.292 31
0.241 29
0.041 28
1.013 18
—
0.134 55
0.781 08
0.002 19
1.024 31
0.868 53
0.007 57
0.007 13
0.614 43
0.143 74
1.018 66
1.105 76
Negligible
0.002 60
0.709 22
—
0.094 18
0.546 76
0.001 54
0.717 02
0.607 98
0.005 30
0.005 00
0.430 10
0.100 62
0.713 12
0.774 03
Negligible
0.001 82
2.290 56
0.122 27
2.006 95
2.302 55
0.017 01
1.015 00
0.116 86
0.023 99
0.371 18
0.945 68
0.558 06
3.612 48
1.772 98
0.268 10
0.044 05
0.010 90
0.300 02
0.186 52
0.199 45
0.061 50
1.700 12
1.678 98
1.071 31
0.055 35
1.530 09
1.511 09
0.964 18
Negligible
0.204 47
2.251 09
0.774 83
Negligible
0.143 13
1.575 76
0.542 38
0.395 86
0.009 95
1.257 43
0.346 42
0.019 197
7.093 337
2.243 26
0.056 39
7.124 67
1.962 81
0.007 132
36.080 682
2.018 92
0.050 76
6.412 33
1.766 53
0.006 42
32.472 64
1.936 83
0.026 92
3.833 64
0.677 94
0.023 36
16.452 72
1.355 78
0.018 85
2.683 54
0.474 52
0.016 362
11.516 912
Source: CGWB (2000).
Note: Bihar includes Jharkhand, Madhya Pradesh includes Chhattisgarh and Uttar Pradesh includes Uttaranchal.
Level of
groundwater
development
(% )
23.64
Weighted
average
delta (m)
Utilizable
irrigation
potential for
development
(million ha)
4.48
19.19
8.30
41.45
83.88
18.10
1.33
31.26
15.28
16.49
30.39
Negligible
Negligible
0.047–1.472
0.018 00
1.283
0.40–0.65
0.870
0.45–0.714
0.385–0.6
0.385
0.385–0.6
0.18–0.74
0.53–0.83
0.400
0.43–1.28
0.650
0.650
3.960 08
0.900 00
4.947 63
0.029 28
2.755 90
1.461 70
0.068 50
0.707 95
2.572 81
0.879 25
9.732 49
3.651 97
0.369 00
0.035 1
0.061 50
1.556 99
0.103 22
0.528 93
Negligible
8.42
93.85
50–63
—
0.34–0.44
0.518
0.457–0.6
—
4.202 58
2.917 15
1.777 83
0.878 748
0.037 54
4.441 13
1.488 29
0.005 780
24.578 78
60.44
33.43
37.67
24.18
—
31.92
0.37–0.93
0.630
0.20–0.50
0.33–0.75
—
—
2.832 05
0.080 56
16.798 96
3.317 94
0.005 405
64.050 17
D. K. Singh & A. K. Singh
S.
No.
Total
replenishable
groundwater
resources
(million
ha m/year)
Provision
for
domestic,
industrial
and other
uses
(million
ha m/year)
Groundwater Situation in India
569
Table 4. Average grain yields, in tonnes per unirrigated
hectare and per irrigated hectare by irrigated source in four
Indian states
Yield (t/ha)
State
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Punjab
Haryana
Andhra Pradesh
Tamil Nadu
Years
1977–79
1963–65
1950–51
1978–79
1976–77
1977–79
1957–59
1977–79
1964–66
1956–58
Unirrigated Groundwater Canal
Tank
1.08
0.75
0.37
0.38
5.46
3.06
1.75
5.74
3.24
1.18
0.94
2.36
—
—
0.42
0.47
0.49
0.61
0.66
5.69
3.11
6.53
4.00
3.37
3.43
2.27
2.60
2.14
1.69
1.96
1.35
2.33
2.08
1.86
Source: Chambers (1988).
income and opportunities, while the latter depends on the physical characteristics of the aquifer and sources of recharge. There is no clear-cut groundwater use
policy in India to ensure both access and rechargeability. The long-term consequences of overpumping of groundwater are deeper installation of pumps and
associated higher cost, which will make groundwater available only to those
able to mobilize the high investment cost. The depth at which the groundwater
is available is a crucial parameter: if it is deep its access is limited to rich farmers
only. With deep tubewells, it becomes necessary for rich farmers to economize
the cost of pumping by extending the command area as far as possible by
providing water to poor farmers who do not have or cannot afford a tubewell,
and intensifying cropping. In these circumstances, more farmers are served and
management becomes a more complex process. The majority of Indian villagers
are landless. Either the farmers or Panchyat owns every inch of the village land.
Even among the landholders, the majority are small or marginal farmers. As
such there is no ownership right over the groundwater aquifer. In many cases,
it so happens that if a large farmer sinks a deep tubewell and pumps it, there
will not be enough water in the shallow tubewell of the neighbouring farmer,
who is in the zone of interference. Under such a condition, there should be a
general consensus to protect the interest of the rural poor and ensure that they
are also able to get access to groundwater, and to oversee that this resource is
not exploited and used solely by those who have access to capital and land.
Depletion of Groundwater Resources
Groundwater development in different parts of the country has not been
uniform. During the past decades intensive groundwater development in some
parts of the country has resulted in overexploitation and depletion of groundwater resources. The number of groundwater withdrawal structures has increased
rapidly. There were 10.50 million dug wells, 6.74 million shallow tubewells and
0.09 million public tubewells up to March 1997 (Table 5). The number of shallow
tubewells roughly doubled every 3.7 years between 1951 and 1991 (Moench,
570
D. K. Singh & A. K. Singh
Table 5. Development of groundwater
withdrawal structures (thousands) in
India
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Year
Dug wells
Shallow
tubewells
Public
tubewells
3 860
4 540
6 100
6 700
7 435
7 786
8 742
9 407
10 225
10 501
3
22
260
1 138
1 749
2 132
3 359
4 754
5 040
6 743
2.4
8.9
14.7
22.0
30.0
33.3
48.2
63.6
69.4
90.0
1950–51
1960–61
1968–69
1973–74
1977–78
1979–80
1984–85
1989–90
1993–94a
1996–97b
Source: Saksena (2000).
(2000).
a
CWC (2000).
b
Chaddha
2000). Some of the states/union territories facing a severe problem of water level
decline are Tamil Nadu, Madhya Pradesh, Uttar Pradesh, Maharashtra, Rajasthan, Gujarat, Punjab, Haryana, Karnataka, National Capital Region of Delhi
and Pondicherry. In the case of Tamil Nadu, it has been reported that in the last
40–50 years, the groundwater table has depleted by 10–50 m in some districts of
the state (Saksena, 2000). In some districts of western Uttar Pradesh, the decline
of the water level is as high as 0.66 m/year. According to Saksena (2000), at least
20% of the area in Uttar Pradesh located outside the canal commands has shown
a decline in the water table of up to 7 m during the period 1972–85. This is
mainly due to overexploitation of groundwater resources through tubewells.
Similarly, in Madhya Pradesh, the long-term decline of the groundwater level
has been reported to be as high as 13.05 m (Saksena, 2000). Based on the norms
of the CGWB, about 3.53% and 2.53% of the 7063 blocks of the country have
been classied as overexploited and dark blocks, respectively (Table 6). Dark or
critical blocks increased at continuous rate of 5.5% over the period 1984–85 to
1992–93. At this rate, it is estimated that roughly 36% of the blocks in the country
would be either dark or critical by 2017–18 (Moench, 2000). This will lead to
non-accessibility of water to the poor farmers due to the increase in cost of
drilling of tubewells and lifting, particularly in groundwater-irrigated areas.
Rise in Groundwater Level
If overexploitation of groundwater has posed problems to managers in groundwater-irrigated areas, large areas in major canal commands suffer from waterlogging and associated salinity or alkalinity problems. Singh (1993) reported that
in some irrigation commands the water table rise is as high as 1.00 m/year
(Table 7). On the basis of the past rate of development, according to which 1
million–2 million ha/year are brought under irrigation in the country and the
assumption that 3% of the area will eventually become waterlogged or saline,
the rate of spread of waterlogging or salinization in irrigated areas in coming
years may be around 30 000–60 000 ha/year (Singh, 1998). According to CWC
Groundwater Situation in India
571
Table 6. Categorization of blocks/mandals/talukas/watersheds as overexploited
and dark on an all-India basis
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State
number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
State
Andhra Pradesh
Arunachal Pradesh
Assam
Bihar
Goa
Gujarat
Haryana
Himachal Pradesh
Jumma and Kashmir
Karnataka
Kerala
Madhya Pradesh
Maharashtra
Manipur
Meghalaya
Mizoram
Nagaland
Orissa
Punjab
Rajasthan
Sikkim
Tamil Nadu
Tripura
Uttar Pradesh
West Bengal
Total states
Number blocks/mandals/
of
talukas/
districts
watersheds
23
8
23
42
3
19
16
12
14
19
14
45
30
6
5
3
7
27
12
30
4
21
3
63
16
465
1104
48
134
585
12
184
108
69
123
175
154
459
1503
26
29
20
21
314
118
236
4
384
17
895
341
—
Number of blocks (except Andhra Pradesh, Gujarat
and Maharashtra)
Number of mandals (Andhra
Pradesh)
Number of talukas (Gujarat)
Number of Watershed (Maharashtra)
Number of
blocks/mandals/talukas/watersheds
Overexploited
Dark
Number Percentage Number Percentage
6
—
—
—
—
12
45
—
—
6
—
—
—
—
—
—
—
—
62
45
—
54
—
19
—
0.54
—
—
—
—
6.52
41.67
—
—
3.43
—
—
—
—
—
—
—
—
52.54
18.07
—
14.06
—
2.12
—
—
24
—
—
1
—
14
6
—
—
12
1
3
34
—
—
—
—
—
8
11
—
43
—
22
—
—
4272
231
107
1104
184
1503
6
12
—
24
14
34
2.17
—
—
0.17
—
7.61
5.56
—
—
6.86
0.65
0.65
2.26
—
—
—
—
—
6.78
4.66
—
11.20
—
2.46
—
—
Source: CGWB (2000).
Note: Andhra Pradesh: 1104 mandals/309 blocks; Gujarat: 184 talukas/218 blocks; Maharashtra: 503
watersheds/231 talukas/366 blocks. Bihar includes Jharkhand, Madhya Pradesh includes Chhattisgarh
and Uttar Pradesh includes Uttaranchal.
(2000) about 8.51 million ha, 5.50 million ha and 3.58 million ha in the country
are suffering from the problems of waterlogging, salinity and alkalinity, respectively. Waterlogging and salinity pose a major challenge for the engineers and
managers of the irrigation commands. This has also overshadowed the planned
benet from the irrigation projects.
Groundwater Quality
Beside overexploitation and water level decline, groundwater pollution is a
major concern in several regions of India. To a certain extent, recharging of
572
D. K. Singh & A. K. Singh
Table 7. Rising trend of water table in irrigation commands
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Irrigation command
Mahi Right-bank Canal Command, Gujarat
Rajasthan Canal Command, Rajasthan
Western Jamuna and Bhakra Canal Command, Haryan
Sirhind Canal Command, Punjab
Sharda Sahayak Canal Command, Uttar Pradesh
Malprabha Canal Command, Karnataka
Nagarjunsagar Irrigation Project, Andhra Pradesh
Sriram Sagar Irrigation Project, Andhra Pradesh
Rise of water table (m/year)
0.28
0.29–0.88
0.30–1.00
0.10–1.00
0.68
0.60–1.20
0.32
0.26
Source: Singh (1993).
aquifers can compensate for the overdraft but groundwater pollution is an
almost irreversible process and can cause reduction in water availability. Therefore, in order to assess the groundwater development potential, its quality in
relation to various uses is as important as its quantity. Excessive pumping in
coastal and semi-arid regions, dumping of industrial and domestic wastes,
indiscriminate use of chemicals and fertilizers, leachates from compost pits,
seepage from septic tanks and seepage of sewage are posing serious threats to
groundwater quality. If this continues, besides causing health problems, groundwater pollution will reduce the water availability for irrigation, domestic and
industrial uses. Incidence of groundwater pollution is highest in urban areas,
where large volumes of waste water are discharged in relatively smaller areas.
Increased use of chemical fertilizer coupled with improper water management
practices has resulted in deterioration of groundwater quality in several parts of
the country. The effect of agricultural chemicals on groundwater quality is
greater in shallow, unconned aquifers. In India, the majority of the rural
population obtain their domestic water supply from shallow private boreholes
which suffer the impact of nitrate pollution to a much greater extent than the
deeper, public tubewells used for urban water supply.
Pollution from industrial units is another major concern. Efuents in most
cases are discharged into pits, open ground or open unlined drains, resulting in
contamination of groundwater. Fluoride has been identied as endemic in
thirteen states in India due to abundance in naturally occurring uoride-bearing
minerals. These states are Andhra Pradesh, Gujarat, Haryana, Orissa, Punjab,
Rajasthan, Tamil Nadu, Uttar Pradesh, Karnataka, Madhya Pradesh, Maharashtra, Bihar and Delhi. There are nearly half a million people in India suffering
from ailments due to an excess of uoride in drinking water. In some villages
of Rajasthan and Gujrat the level of uoride is as high as 11.00 mg/l. Arsenic in
groundwater has been reported in shallow aquifers from eight districts of West
Bengal.
Groundwater pollution in the form of saltwater intrusion into the coastal and
some inland aquifers is another major concern. Excessive pumping of coastal
aquifers and those inland aquifers where fresh water is underlain by saline
water causes salt water to move into fresh water and contaminate it. India has
a 6100 km long coastline spread in the states of West Bengal, Gujarat, Orissa,
Andhra Pradesh, Tamilnadu, Maharashtra, Kerala, Andman and Nicobar and
Pondichery, etc. Saltwater intrusion is a major problem along the coastline in all
Groundwater Situation in India
573
Table 8. Annual requirement of fresh water (BCM)
Different uses of water
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Irrigation
Domestic
Industry
Thermal power
Other uses
Total
2000
2025
2050
541
42
8
2
41
634
910
73
22
15
72
1092
1072
102
63
130
80
1447
Source: CWC (2000).
these states. A different type of saltwater intrusion in inland aquifers has been
reported from south-west Punjab and parts of the Haryana, Rajasthan and
Gujarat states of India, where excessive pumping has caused upconing of salt
water and saline water discharge.
Future Demands
With increasing demand for water for irrigation, domestic and industrial uses,
India is heading for a major water crisis in the future. Per capita water
availability in the country, which was 5000 m3, has dropped to 2200 m3. Even at
this stage, India with 16% of world population, 2.45% of the world’s land area
and 4% of the world’s water resources already has a serious drinking water
crisis. According to an estimate (CWC, 2000), the present annual demand of
India is 634 billion cubic metres (BCM), which is expected to increase to 1092
BCM and 1447 BCM in 2025 and 2050, respectively (Table 8). With growing
opposition to large reservoirs, pressure will be on the groundwater resource. At
the present level of exploitation, groundwater reservoirs will dry up entirely by
2025 in as many as 15 states in India (Jha, 2001). At the present level of
overexploitation, the groundwater reserve in Delhi may dry up by 2015 and it
will take just 2600 additional tubewells running at an average of 10 hours/day
to exhaust the entire reserve of underground water in Delhi (Jha, 2001). Many
other states, like Punjab, Haryana, Bihar, Andhra Pradesh, Gujarat, Karnataka,
Madhya Pradesh, Maharashtra and Orissa, are expected to suffer the same fate.
Groundwater Management Options and Policy Implementation
Scientic understanding of the groundwater processes and effective planning
and implementation of the desired options are key to sustainable management
of groundwater resources to maintain a balance between groundwater development and groundwater protection. The rational management of the groundwater
resource is difcult without a basic understanding of the distribution and yield
of aquifers and their vulnerability to pollution and overdraft and some knowledge of the existing and potential threat to the resource. Inaccessibility of the
sub-surface environment is a major problem in development of a database in the
case of groundwater. Surveying, drilling, water sampling and water level
monitoring, etc. are important actions in building a database and keeping track
of long-term trends. According to Coughanowr (1994), three independent processes involved in groundwater management are: the collection and interpret-
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574
D. K. Singh & A. K. Singh
ation of hydrogeological and other pertinent information; the development of
groundwater management plans which articulate priorities, goals and responsibilities; and the implementation of these plans through a series of legislative,
institutional and regulatory actions.
Groundwater development and management have posed serious problems in
India. Realizing this, the government of India initiated a series of protective,
corrective and legislative measures for sustainable management of the groundwater resource in the country. Several non-governmental organizations (NGOs)
are also engaged in creating awareness of groundwater development and
management amongst the people. Some important measures for groundwater
development and management adopted in India are presented in the following
sections.
Assessment and Monitoring of the Groundwater Resource
As discussed earlier, the methodology for the assessment of groundwater
potential is not yet perfect. There is a need to incorporate some more parameters,
like inow/outow, into the recharge estimation methodology. Lack of an
information base on groundwater availability and withdrawal and inadequate
monitoring on a regular basis are major problems in the assessment of groundwater potential.
In recent years, the government of India has given a lot of emphasis to the
monitoring of the groundwater resource in the country. Currently more than
15 500 network stations of the CGWB and more than 30 000 observation wells of
the state groundwater organizations are in use for periodic monitoring of
groundwater levels. In 1995, the government of India launched a World Bankaided National Hydrology Project to create a hydrological information system.
Currently, it is being implemented in eight states of India. The project aims at
improving the existing data collection network through the construction of
observation wells, the setting up and upgrading of chemical laboratories, the
establishment of national and state data banks and the integration and transmission of data. Under this project so far 2200 sites spread over the eight states
have been identied for the installation of piezometers. About 2134 piezometers
had been installed up to January 2000. With the strengthening of manpower and
infrastructure and greater understanding of processes, it is expected that assessment of groundwater potential will be more realistic in future.
Articial Recharge of Groundwater
Articial recharge of groundwater reservoirs has been recognized as one of the
important strategies of groundwater management to counter overexploitation.
Articial groundwater recharge reduces or even reverses the declining levels of
groundwater, protects fresh groundwater in coastal aquifers against saline water
intrusion and stores surplus surface water, including monsoon run-off and
waste water, for future use. Articial groundwater recharge is accomplished
mainly through rainwater harvesting, recharging the aquifer with imported
water and vegetative treatments of the catchments. Recharging of aquifers with
imported water is a costly affair. Vegetative treatment of watersheds helps in
increasing the groundwater recharge. Since long-distance transport of water for
recharge is difcult and expensive, emphasis is being given to in situ rainwater
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Groundwater Situation in India
575
harvesting and recharge. In a country like India, this method is important
because the major portion of the annual rainfall is received in some 100 hours
of heavy downpour, providing very little time for the natural recharging of the
aquifer (Keller et al., 2000), even though a large potential for groundwater
recharge exists. According to Chaddha (2000), utilizable groundwater storage
potential of the country is 160 BCM. Looking at the technical and economical
feasibility, the Ministry of Water Resources has initiated a programme for
rainwater harvesting and recharge for which 450 million Indian rupees were
earmarked in the Ninth Plan. The ministry has already sanctioned 250 million
Indian rupees for the CGWB for this programme, which involves states and
water agencies in rural areas. The CGWB has started articial recharge studies
in the dark and overexploited blocks of Punjab, Haryana, Maharashtra, Uttar
Pradesh and Jammu and Kashmir. In south India, where the three states of
Karnataka, Andhra Pradesh and Tamil Nadu have over 0.2 million tanks, a
strategy has been widely advocated to convert these into recharge tanks by
lling them with canal water (Kulandaivelu & Jayachandran, 1990; Reddy et al.,
1990). In Tamil Nadu alone, about 7500 percolation ponds have been constructed
(Public Works Department, 1994). At many sites, articial recharge projects have
started giving the desired results. In Kurnool irrigation system of Andhra
Pradesh, nine percolation ponds and seven check dams constructed in an
experimental recharge project increased the duration of spring ow from 75 to
207 days; and the post-monsoon water table rose by 2.5 m. In the western region
of India, people supported by local NGOs have created a massive well recharge
movement based on the principle of ‘water on your roof stays on your roof;
water on your eld stays on your eld, and water in your village stays in your
village’. Villagers have modied some 300 000 wells and open bores to divert
rainwater to them. They have also constructed thousands of ponds, check dams
and other rainwater harvesting and recharging structures on self-help principles
(Shah et al., 2000). Some old and traditional water harvesting structures are
becoming important in India. Khadins of Rajasthan and tankas of western Gujarat
are playing a major role in groundwater recharge. In the city of Rajkot in the
Saurashtra region of India, 1500 new houses and apartments built during 1997
incorporated design changes for rainwater harvesting and storage found in old
houses in the region but forgotten in recent decades (Shah, 2000).
Roof water harvesting for groundwater recharge has given new hopes to
overcome the groundwater problems, particularly in major Indian cities. The
Central Ground Water Board of India (CGWB) is advising the states and
municipal bodies to undertake rooftop rainwater harvesting and its recharge to
groundwater by making it mandatory for every dwelling unit by amending city
bye-laws. According to an estimate of the CGWB (2000), about 6 MCM of water
could be made available for groundwater recharge through roofwater harvesting
in the National Capital Territory of Delhi. In Delhi, the rooftop area has been
worked out to be about 138 km2, which would yield about 67.9 MCM water
assuming 600 mm rainfall during the monsoon. If only 10% of the rooftop area
is considered for rainwater harvesting (mainly institutional areas) in the rst
phase, the CGWB has estimated that about 6 MCM water could be made
available for recharge (CGWB, 2000).
Looking at the prospect of rainwater harvesting, Delhi Development Authority under the Delhi government has proposed amendments to building byelaws making it mandatory for city buildings to have inbuilt provisions for
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576
D. K. Singh & A. K. Singh
rainwater harvesting and recharge. Similarly, many other cities are joining this
move. Recently, Coimbatore has joined the group of cities in the country which
has made rainwater harvesting mandatory. Many group housing societies in the
southern city of Hyderabad have already incorporated roofwater harvesting
provisions.
However, while implementing the groundwater recharge projects, particularly
in urban areas, one has to be careful in the planning and design of such projects.
It is possible that several types of pollutants, including bacteria and toxic
elements, may enter into the groundwater aquifer along with the recharged
water. Much more research is needed in the eld of articial recharge for its
large-scale adoption. The CGWB has undertaken several studies throughout the
country to develop location-specic design procedures for the articial recharge
of groundwater.
Groundwater Legislation
As per the constitution of India, groundwater is considered as a state subject and
only state governments are empowered to enact the law to control and regulate
groundwater exploitation. Realizing the problem of overdraft and mining of
aquifers and groundwater pollution, a model bill for groundwater regulation
was circulated by the CGWB in the early 1970s. The bill envisaged the setting up
of a groundwater authority and the introduction of a system of licensing for the
purpose of extraction and use of groundwater in notied areas, the registration
of existing users in such notied areas and the imposition of penalties for
contravening certain provisions. However, not much has been done by the
states. A lack of political will, awareness amongst the farmers, a strong farmers’
lobby in some states, appeasement policies of the subsequent governments and
the non-availability of any other source of water supply in some areas have been
the main hurdles in implementing the Groundwater Control and Regulation Act.
However, modied versions of this act have been adopted by some states.
Gujarat was the rst state to implement the bill. More recently, Tamil Nadu has
introduced a bill known as the Tamil Nadu Groundwater (Development and
Management) Act 2000. Under this, it has been proposed to constitute a
groundwater authority as per the provision in the Groundwater (Control and
Regulation) Bill 1970. Even if the regulations are adopted by other states, their
implementation would be very difcult and inequitable in practice (Moench,
2000). Complexities such as the existence of millions of wells across the country,
prevailing conditions in the rural areas, unhindered public access to groundwater and the interlinked and often poorly understood character of the system
dependent on groundwater will always pose a challenge to groundwater managers.
To control water pollution, the Water (Prevention and Control) Act was
passed by the parliament in 1974 and by 1990 it was adopted by all the states.
Under this act, a Central Board of Prevention and Control of Water Pollution
was constituted. The act also provides for constitution of such boards in all
states. The functions of the central board are generally advisory while the states
have the regulatory functions of inspections of efuents and plants and the
power to impose penalties as per the provision in the act. Even this has not
made much of an impact in reducing groundwater pollution. Thereafter, the
Environmental Protection Act was passed in 1986. The Government of India
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Groundwater Situation in India
577
declared the National Water Policy in 1987, which stated that water is a prime
natural resource, a basic human need and a precious national asset. The policy
called for control over the exploitation of groundwater through regulation and
an integrated and co-ordinated development of surface water and groundwater.
Even after all these actions by the state and central governments, the problems
related to groundwater development and management have not changed much.
From the above discussion it can be said that acts and regulation alone cannot
solve the problem of groundwater management and development until and
unless they are implemented in the right perspective and observed by the users.
Strong political and administrative will is needed for this. There is an urgent
need to educate the people about the importance of groundwater and its
management, as their participation is critical for its success.
Management of Groundwater in Canal Commands through Conjunctive Use
and Sub-surface Drainage
As discussed earlier, excessive application of surface irrigation water in combination with poor sub-surface drainage has created waterlogging and salinity
problems in certain canal commands. Conjunctive use of surface water and
groundwater and sub-surface drainage are important programmes for the
efcient utilization and management of the groundwater resource.
If planned and designed properly, conjunctive use can enhance the availability
of water supplies, ensure advance irrigation in season prior to the availability of
surface water and provide life-saving irrigation when surface water is not
available. Conjunctive use of groundwater and surface water in areas with saline
water needs careful planning so that saltwater upconing can be prevented.
Planning of a conjunctive use project requires proper understanding of the
nature and extent of groundwater and estimation of the amount of water to be
pumped from an area through groundwater balance studies and economic
analysis. The status of conjunctive use in canal commands (Saksena, 2000) in
various states is presented in Table 9. The Indian scenario of conjunctive use
programmes suggests that what is being practised in the country at the moment
does not really envisage the optimal use of both groundwater and surface water
resources. Most of the irrigation projects have been designed keeping in view the
surface water inputs, and utilization of groundwater is being thought of only
after problems of waterlogging and salinization have occurred in canal commands. The National Water Policy directs that both surface water and groundwater should be viewed as an integrated resource and should be developed
conjunctively in a co-ordinated manner and that their use should be envisaged
right from the project planning stage. At the same time, there is a need to
undertake systematic studies for effective planning of conjunctive use. The
CGWB has taken up projects on conjunctive use in almost all the major
command areas. The projects have given satisfactory results so far.
Studies and pilot projects on sub-surface drainage undertaken in some canal
commands have proved that sub-surface drainage can be a viable management
option for controlling the rising water table. Earlier sub-surface drainage was not
given much importance in the country. Though the worldwide acceptability of
sub-surface drainage was established long ago, in India it took decades to
establish it as a technology to control the rising water table. Even after recogniz-
578
D. K. Singh & A. K. Singh
Table 9. Supplemental irrigation by groundwater in surface
water irrigation commands (area in 1000 ha)
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State
number
1
2
3
4
5
6
7
8
9
10
State
Andhra Pradesh
Gujrat
Haryana
Karnataka
Madhya Pradesh
Maharashtra
Punjab
Tamil Nadu
Uttar Pradesh
West Bengal
Utilized
potential of
surface water
projects
Area under
supplemented
irrigation by
groundwater
3094
873
1785
1188
1403
935
2498
1245
5703
1524
12
33
400
42
120
365
1056
250
986
145
Percentage
0.4
4.1
22.4
3.5
8.6
39.0
42.3
20.0
17.3
9.5
Source: Saksena (2000).
ing it as a water table control measure, the installation of sub-surface drainage
is not possible in many canal commands due to lack of funds. Haryana
Operational Pilot Project for the reclamation of waterlogged and saline land was
formulated in 1987 with the help of the Netherlands government. The project
started in 1994 with a budget allocation of 230 million rupees. The outcomes of
the project are encouraging and it has now been decided to implement a
sub-surface drainage scheme in Haryana at a rate of 2500 ha/year.
Rajasthan Agricultural Drainage Project was started in the Chambal Command with the help of the Canadian government (Canada International Development Agency) in 1991, and 25 000 ha area has been put under sub-surface
drainage for water table control. Several studies conducted by the Central Soil
Salinity Research Institute, Karnal, and the all-India Coordinated Research
Project on Agricultural Drainage, Water Technology Centre, Indian Agricultural
Research Institute, New Delhi, have also proved that sub-surface drainage can
be a viable alternative for water table control. It is argued that sub-surface
drainage should become an integral part of irrigation project planning from the
very beginning, i.e. while planning for any canal command project in the
country, sub-surface drainage should be included as a major component so that
the implementation is done simultaneously and the situation of waterlogging
does not arise.
Demand Regulation
By adopting suitable cropping patterns in critical and sub-critical areas, the
demand for water could be regulated, providing more opportunity for groundwater recharge so that the water table decline is reversed and brought to the
earlier level of the groundwater reserve. Precision agriculture and water-saving
crop production technologies should be promoted in such areas. The Agriculture
Department can identify suitable cropping patterns for hot-spot areas.
Groundwater Situation in India
579
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Control of Groundwater Pollution
Non-availability of comprehensive data sets in India is a major problem in the
detection and prevention of groundwater pollution. The Central Pollution Control Board and the CGWB are engaged in monitoring water quality in the
country but still the extent and distribution of pollutants across the country have
not been quantied. In most cases, groundwater monitoring is done in the areas
from where the water quality problem has already been reported. For example,
an arsenic problem from West Bengal was recognized only after the large-scale
reporting of arsenic poisoning. Therefore, it is essential to establish groundwater
monitoring stations throughout the country. ‘Prevention is better than cure’ is
the best strategy.
To control groundwater pollution, industrial and municipal wastes should be
properly treated before they are discharged into surface water or groundwater.
Intrusion of sea water can be arrested by maintaining the potentiometric surface
of the freshwater aquifer well above sea level, which can be accomplished by
reducing groundwater extraction, rescheduling pumping duration, dispersal of
extraction points or articial recharge. Specic land use regulation (e.g. zoning)
which includes the prohibition or restriction of cultivation and regulations
pertaining to the use and application of specic substances may be useful in
controlling groundwater pollution.
Conclusion
The development and management of groundwater are complex issues for
which a realistic assessment of the utilizable groundwater potential available for
various uses is very important. For optimal utilization of groundwater, the
difference between rechargeable groundwater potential and potential available
for use has to be understood properly.
If depletion of the groundwater table in some parts of India is a matter of
great concern, rising water tables and salinity in many canal commands have
overshadowed the expected benets from the irrigation projects. It is anticipated
that if these two problems are not attended to, a stage may be reached when all
regions in the country could be adversely affected by one of these maladies.
Deteriorating groundwater quality is another major concern, which will reduce
freshwater availability in future. Increased incidences of uoride and arsenic
contamination in several states of India are posing a major challenge. Annual
water demand is going to increase from the present level of 634 BCM to 1092
BCM in 2025. With growing opposition to large dams, pressure on groundwater
utilization is bound to increase. If attention to groundwater management is not
given now, India will be facing a major water crisis in the coming years.
Realizing the importance of groundwater development and management, the
Government of India has started several corrective and protective measures
besides introducing the bill for groundwater regulation way back in 1970.
Articial groundwater recharge, conjunctive use in canal commands and the
establishment of groundwater monitoring stations, etc. are some important
schemes launched by the government. However, to make these schemes resultoriented, a strong political, administrative and technical will is needed. There is
a need to create awareness among the users so that groundwater development
and management can be a people’s programme.
580
D. K. Singh & A. K. Singh
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