Newsletter and Technical Publications
<Sourcebook
of Alternative Technologies for Freshwater Augumentation in Some
Countries in Asia>
5.2 India
The National Water Policy of India states that water is a
prime natural resource, a basic human need and a precious national asset.
It recommends that water resources planning be done for hydrological
units, such as drainage basins or sub-basins. As far as possible, the
projects should be planned and developed as multipurpose projects.
Provision for drinking water should be given priority over other uses of
water. The integrated and coordinated development of surface and ground
waters and their conjunctive use should form an essential part of all
water resources development projects, with recycling and re-use of water
being an integral part of water resources development. Emphasis is placed
on the preservation of the quality of the environment and ecological
balance in planning, development and operation of water resources
projects. The National Water Policy stresses the use of freshwater
augmentation technologies as one means of alleviating India's chronic
water shortages.
Water conservation may be achieved by modification of
technologies and industrial processes in order to reduce the rate of water
consumption. Better maintenance, interception and recovery of process
water, and recycling can significantly contribute to water conservation
efforts. Use of water of lesser quality, such as reclaimed wastewater, for
cooling and as fire water can be an attractive option for large and
complex industries to reduce their water costs, increase production and
decrease the consumption of energy. This conserves better quality waters
for potable uses. These technologies can be further complimented dew water
harvesting or by constructing "dew ponds". The climatic
conditions of some parts of Assam in Brahmaputra Valley and in hill areas
hold promise for use of dew ponds. Public information programmes also
contribute to water conservation in urban areas.
Agricultural water sources can be supplemented by small
structures (pick ups) built across seasonal or perennial streams to check
the flow of water at appropriate locations by constructing bunds using
locally available materials like stones, boulders or even mud bunds turfed
with a grass locally available (Maane hullu). Use of these
structures results in water storage, groundwater recharge, prevention of
soil erosion, and availability of water for other activities in areas
where water would typically not be available for much of the year. In
contrast, in the Krishna Delta, large demands for water from the Nagarjuna
Sagar Reservoir have reduced the volume of freshwater reaching the Delta,
and it has become necessary to utilize the groundwater supplies. In order
to achieve an acceptable quality, however, groundwater must be used
conjunctively with the limited surface water resources in a mix of 28:72,
groundwater:surface water. Blending these waters should result in the
conservation of storage in the reservoir of about 751 Mm3 for the first
stage and 1 016 Mm3 for final stage, for a year with average inflows. In a
more general sense, technological developments in the pumping methods and
well construction have resulted in large-scale exploitation of groundwater
throughout India which exceed the natural rate of replenishment of these
resources. Thus, replenishment of the groundwater reservoirs by artificial
recharge is essential.
TABLE 3. Water Evaporation Retardation (WER) Projects

In many parts of the country, which have to face the
vagaries of the monsoon, dependance on groundwater has increased
tremendously, particularly in those areas where surface water resources
are either lacking or inadequate, and storage of surface water is
uneconomical because of high evaporative losses. Water loss due to
evaporation has led to serious problems including acute shortages of
drinking water for human consumption in some parts of India. Considering
the huge loss of precious water, use of Water Evaporation Retardants (WER)
on open surfaces of lakes and reservoirs is now being promoted by various
State Governments and Local Authorities. Various substances capable of
forming mono-molecular layers on a water surface have been investigated,
and fatty alcohols in their pure form were found to be most suitable and
effective in retarding evaporation with no known side effects. Water
savings resulting from the prevention of evaporative losses using cetyl
and stearyl alcohol have been reported to be as high as 50%, but are
generally between 20% and 40%. Table 3 shows a list of projects where the
evaporation retardants have been used. In India, rainfall is confined to
about four months in a year and is inconsistent both in space and time,
causing severe drought. In this context, whatever the source water used,
irrigation is a must for agriculture in the country. However, there is an
urgent need for efficient use of present available water so as to irrigate
the maximum possible gross cropped area.
In India, sprinkler irrigation is being adopted in hilly
terrains, for irrigation of many plantation crops. The use of sprinkler
systems, which mimic natural rainfalls, was introduced in the State of
Hariyana in 1970, and other states like Rajasthan, Uttar Pradesh,
Karnataka, Gujarat, Maharashtra have since implemented sprinkler
irrigation systems. In the State of Hariyana, it has been found that, the
use of sprinkler irrigation has saved about 56% of water for the winter
crops of Bajra and Jawar, while for cotton it has saved 29% as compared to
the traditional gravity irrigation. Drip irrigation systems, a variation
on piped irrigation that delivers water directly to the root zone of the
crops, are of very recent origin, and are used on a limited scale in Tamil
Nadu, Karnataka, Kerala and Maharashtra mainly for irrigation of coconuts,
coffee, grapes and vegetables. Experimental studies on sugarcanes, banana
and other fruits have shown a very high profitability in addition to water
conservation.
TABLE 4. Water Loss Under Various Irrigation Methods.
|
Temperate Climate |
Hot Climate |
| Surface Irrigation |
30 - 45% |
35 - 50% |
| Gate pipe Irrigation |
15 - 20% |
20 - 25% |
| Sprinkler Irrigation |
6 - 9% |
10 - 20% |
|