Water
Harvesting Structures -
Need
To Draw Pragmatic Lessons |
Natural
resource management in the post-independence era has been marked by
‘standardisation’: monoculture plantations replaced mixed forests; large
scale irrigation systems replaced the diverse indigenous water harvesting
systems and the Green Revolution replaced the different local agricultural
practices. This no doubt helped to raise productivity levels substantially
but the consequent environment degradation and widening gap between the rich
and the poor has led many to question its efficacy.
Consequently, in recent times, the thrust in development circles has been on
the need to revisit traditional systems of resource management especially
those which have survived modernisation. The purpose is to draw pragmatic
lessons from them in terms of technological development and management
practices.
There are two common elements in these ‘traditional and indigenous’ systems
which have ensured their sustainability. One is that they have built on
local or more popularly known as ‘indigenous knowledge’ of resources, tested
over time. Second, they have knit local communities in strong economic and
social ties to ensure rational and equitable use of resources. In addition,
a striking feature of these systems is the diversity in terms of the
technological aspects, resources use patterns and management practices.
The indigenous water harvesting structures in Asia display this diversity
and a scientific understanding of water resources and local environment.
With the current thrust on the need to understand indigenous resource
management systems, it becomes important to respect these aspects of
diversity and scientific knowledge acquired over centuries and transmitted
through informal channels of dissemination.
A preliminary glance across diverse indigenous water harvesting structures
in Asia would show that these are essentially site-specific and are limited
by their regional condition. The choice of an indigenous water harvesting
structure is a response to the source and availability of water and,
topographic characteristics. Availability of water depends on the average
annual precipitation, groundwater potential and water carried by rivers.
Most of these structures are managed by communities benefiting from them.
Compared to large scale systems, these also appear to be technologically and
environmentally more suitable.
The different indigenous
water harvesting structures in the Asian countries can be broadly classified
into:
1. Diversion Systems
2. Storage Systems
3. Lift Irrigation
Systems
Diversion
Systems
Diversion of natural springs, waterfalls and rivers is the most widespread
system in the hilly regions and plains of Asia. It is commonly seen in the
Himalayan region stretching between the gorges of the Indus and the
Brahmaputra and in the Western Ghats running along the west coast of India.
Although a number of rivers originate in these regions (Indus, Ganga, Tista,
Kaveri, Krishna etc.), they are highly turbulent and cannot be tapped.
Therefore, perennial streams and springs are the main sources of water.
At higher elevations, the main system of water harvesting is diversion
through channels. These channels are usually unlined and are
constructed along the contours to distribute water to the fields located at
accessible altitudes. At lower elevations, the diversion channels use the
sloping terrain to carry water or the depth of the channel itself is reduced
gradually to permit downward flow. In the Himalayan region, the diversion
system is known by different local names such as ‘kuhl,’ ‘gul’, ‘kulo’
and ‘diggi’. Open pipes made from split bamboo or arecanut
are also used to bring water from natural springs for drinking and other
household purposes.
Diversion by checkdams
is another widespread system in the foothills and sloping plains. A river
(and its major branches) is diverted at different points by temporary weirs
made of stone and mud. They are referred to as ‘pat’, ‘dong’, ‘kalvai’
and ‘korambo’.
In the plains rivers carry more discharge than the hill springs and so
diversion structures are more sturdy and complicated. The material used to
construct the diversion structures on river beds to check water flow,
range from clay, stone, cement and bamboo to palm and banana leaves. This
system is widespread in the plains if Indus, Ganges and Brahmaputra.
Malaysia has heavy rainfall for seven to eight months in a year and
therefore diversion of water to paddy fields and rubber and palm plantations
is the predominant water harvesting system. Small earthen and stone
checkdams are also constructed on individual fields to store rain water.
Diversion systems always tend to enlist local support in construction and
maintenance of channels and to permit equitable distribution of water.
Regular interaction and co-operation is essential not only with a village
benefiting from a particular stream of river but also with villages located
downstream which too depend on the same water source for irrigating their
fields.
Storage Systems
In regions with low rainfall (,120 cm. Annually),
non-perennial rivers and undulating terrain, the predominant water
harvesting structures are the storage works. The design of these structures
depends a great deal on the physiographic features of terrain and
availability of water. In the case of India, 90 percent of the annual
run-off in the peninsular rivers occurs during the four months of the
monsoons. Hence, storage both round the year and for short duration is very
important for irrigation and for drinking purposes by human beings and
livestock.
In the plateau region of South India and Sri Lanka, storage works are the
predominant water harvesting structures. The rivers and streams in these
regions carry a heavy supply of water in the form of a flash flood during
the months of September to December. A system of interconnected
reservoirs divert river water and store rain water as well. They are
locally referred to as ‘system ery’ and ‘chain ery’
respectively.
In some regions, the undulating terrain promotes rapid run-off and therefore
single-unit or isolated reservoirs are designed to divert and sore rain and
river water. These are locally referred to as ‘ery’, ‘kulam’
and ‘keri’. Structures similar to isolate ery are also widespread in
eastern parts of India, namely Chotanagar Plateau, where they are referred
to as ‘ahar’, ‘chaur’, and ‘hir’.
These storage structures – interconnected and isolated – have embankment on
three sides and the fourth side is left open to collect run-off. Water
stored in the reservoirs/tanks reaches field through a canal system or
earthen channels. Water from the tank is allowed into the canal through
sluices. Spillways are provided for passage of excess of water.
Storage structures below the surface or dug out ponds co-exist with
diversion channels in the plains of Indus-Ganga which extends to
Bangladesh. Natural as well as artificial depressions known as ‘pokhar’,
‘talaab’, jhil, and ‘saagar’ are fed from all sides and store
both rain and flood water.
In the western plains of India (including the Thar Desert) and adjoining
parts of Pakistan, scanty rainfall (40-80 cm. Annually) and absence of
rivers has led to construction of in-situ water harvesting structures.
These include elevated earthern embankment constructed on one side of a
sloping terrain to arrest rain water run-off as well as depressions. These
are locally referred to as ‘johad’ and ‘khadin’ and ‘topa’
and ‘nadi’ respectively. In the arid parts of Baluchistan, stone
structures called ‘gabbar baandhs’ predominate.
Another type of storage called submerge tanks extend all the way from
Central India to Baluchistan. They are different from in-situ water
harvesting structures in the sense that they have higher embankments and
collect run-off from a wider catchment. They are constructed in a series
across the same stream and cultivation follows after submerge of the
fields. In India these are referred to as ‘bundhee’ and in Baluchistan, as
‘khushkaba’ and ‘sailaba’.
The storage structures discussed so far are characterised by multiple use.
They are used for irrigation fields, for drinking by livestock and human
beings, for controlling evaporation, for better distribution and for
reducing the flow of run-off. Storage structures are labour intensive
during both construction and maintenance and therefore involvement of local
communities benefiting directly from them is imperative. Annual desilting
and repair of tanks is taken up at the community level and formal/informal
groups monitor the distribution of water.
Lift Irrigation Systems
Lift irrigation systems (LIS) include lifting of ground
water for irrigation and drinking purposes as well as for appropriating
surface water sources for irrigation.
Dug well and tubewells
are a common feature in all parts of Asia. In the desert regions of India,
dug wells are covered to reduce evaporation losses and are locally referred
to as ‘tanka’. Traditional methods of lift irrigation from
rivers, streams, channels and tanks using human and animal energy have
been replaced in most cases by diesel pumpsets. However in western India (Kolhapur
district of Maharashtra), the traditional system of ‘phad’ is still
prevalent, where 8-10 bullocks and a similar number of men raise the water
level to some 14-15 meters.
In Bangladesh, a minor revolution has taken place in the field of manual
irrigation. The treadle pump – human powered, twin cylinder pump head with
a bamboo or PVC tubewell – was introduced by an NGO, in 1979 and has become
one of the most successful irrigation pumps made in Bangladesh. A
modification of the indigenous ‘dekhi’ system, it is easily operated by men
and women alike to lift water from ponds and channels to the paddy fields.
These various indigenous water harvesting systems are an important strand in
current research in terms of their technical and management aspects so that
they can be revived where relevant, upgraded where necessary and integrated
with modern technology development. The underlying message here is not to
eulogise indigenous system but serve as a reminder that one must not
‘overlook indigenous knowledge’.
Prema Gera
(The study has been funded by
the Commonwealth Secretariat, London)
City Development |
At present, city development is controlled almost
entirely by State Authorities. The Housing Policy last approved by
the State Government, provided that, amongst other, private
developers would be involved in housing development. However, for
various reasons including the constraints imposed by the urban and
land ceiling law, very little progress in involving private developers
in housing development has been made.
Faced with operational and financial problems, the State Authorities
are now exploring various alternative strategies. One is that they
would acquire land, develop city level infrastructure and sell bulk
land to developers for developing housing neighbourhoods with social
obligations imposed on them.
Such strategies too have problems. In the first instance, compulsory
acquisition of land now involves 30 percent solatium as against 15
percent prior to the 1984 amendment in the Land Acquisiton Act.
Studies have shown that on account of court decisions, encroachments
and other problems, the actual cost to the State Authority is
substantially higher, sometimes several times the market price. All
this will get loaded on the housing cost.
This is not all. The sale to the developers has to be through
competitive bidding and hard bargaining. This is essential since
State officials have to protect themselves against possible vigilance
action….
Extract from Policy Paper on Urban and Rural Settlement Management and
Housing, June 1994, by S.K. Sharma, Member, Madhya Pradesh State
Planning board and Senior Advisor, Development Alternatives. |
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