|
Critical Issues in streamlining the Environmental management
of Hydel Projects in India :
India’s installed Hydel capacity has gone up 43 times from 508
MW at the time of independence to 21 700 MW in 1996-97. Hydel
energy production has gone up twenty seven times from 2.52 B
kWh in 1950-51 to 68.63 B kWh in 1996-97. India’s Ultimate
hydel generation potential is said to be 600 B kWh per year as
per the latest revised estimates. Ultimate potential for
installed capacity is said to be 84 000 MW at 60% load factor.
The pumped storage schemes are supposed to have additional
potential of 94,000 MW. The government and other promoters are
in a hurry to establish new hydropower projects. Issues like
comprehensive river basin plans, options assessment,
environment and social impact assessment and mitigation,
transparency, accountability and participation of people are
considered unnecessary roadblocks in that direction (GOI,
1999: 667-9).
3303 large dams have been constructed in India since
independence. Some 700 more large dams are under construction.
This has been possible only at very great national costs.
Millions of Ha of forest and non-forestlands has been
submerged. Rivers have died. Government has no data about how
many people have been displaced in the process, but a sample
survey of some 130 large dams based on government and the
World Bank figures show that the figure must exceed 35
million. Even secretary of Union Ministry of Rural Development
accepted that large dams have displaced some 40 million people
since independence. Most of these people have not been
resettled. Destruction of wild life habitats, destruction of
biodiversity, destruction of rivers, serious geomorphological
impacts, etc. are some other impacts about which little
organized information is available.
Downstream Impacts: The Death
of the River
Downstream impacts of large dams are one of the
most neglected areas. These impacts can include the following.
-
Drying up of
river in non-monsoon months, leading to drying of water
source for the people living on the banks of the river.
-
Stoppage of
groundwater recharge in the downstream regions.
-
Salinity
ingress due to stoppage of fresh water flow.
-
Such salinity
ingress can destroy the existing groundwater in the region
and also affect the lands on the banks of the river.
-
Pollution
concentration in the downstream region.
-
Destruction of
riverine and estuarine fisheries and displacement of people
thereby. This is contributed both by the stoppage of
freshwater flow and also by the stoppage of silt in the
reservoir behind the dam.
-
Flashfloods in
the downstream area are generally more destructive than the
floods without dams.
-
The stoppage
of downstream flow can also affect use of river for
navigation for the people on the banks of the river.
-
Geomorphological impacts are also important ones to be
mentioned.
-
The people in
the downstream that depend on the river for bringing water
for diversion agriculture in the floodplains also get
deprived of this when dam is built in the upstream area.
This can bring lower harvests, drops in productivity and
impoverishment. (Cernea, 1997: 4)
A very good example of how the downstream impacts can get
neglected is the case of Sardar Sarovar Project, which is
supposed to represent the state of the art project in dam
building in India. Narmada River, on which this project is
under construction in Gujarat, is a monsoon fed river.
80-90% of the annual discharge in the river flows away in
the monsoon months and the non-monsoon months have only
10-20% of the flow. But SSP project authorities have
allocated no water for the downstream regions. In fact,
Gujarat State, while presenting its case before the Narmada
Water Disputes Tribunal Award, requested NWDT to allocate
separate water for the downstream area. The Tribunal told
Gujarat to allocate water from its share of water from the
river. And Gujarat, now, has allocated no water for the
150-km of river downstream from the dam. The SSP dam will
not be able to store all the water in the river in the
monsoon, but the 10-15% of the annual discharge available in
the non-monsoon months will certainly get stalled behind and
diverted by the dam.
(Source:Himanshu Thakkar, 2000. Summary of submission to the
World Commission on Dams, Downloaded from International
Rivers Network. For details E- Mail Cwaterp@del3.vsnl.net.in
)
Actual
Benefits Much Lower Than Claimed Benefits
It is now well documented that most large dams are ill
planned projects even from technical, geological,
hydrological, environmental and social point of view (McCully
1997; Singh, 1997; the World Bank and many others).
Comprehensive river basin plans have not been made for a
single river basin in India till date. The Planning for large
dams generally starts with identification of sites suitable
for large dams, then its benefits are postulated and thus it
is justified that the large dam must be built there. Options
assessment is almost never done. This is the story starting
from Bhakhra to Sardar Sarovar. The results are also well
known. The costs are underestimated and invariably overshoot
the projected costs. The benefits are overestimated and
projected benefits are almost never achieved. Social and
environmental issues are the worst sufferers.
Sustainability of Present Capacity
"Our river valley projects like Bhakra Nangal, Damodar,
Hirakud, Tungabhadra, etc. shall all remain land-marks for
ever."
- Jawarharlal Nehru, at 24th Annual Meeting of CBIP, Oct. 26,
1953
The sustainability of the present hydel generating capacities
is in serious question due to much larger than projected
siltation rates, as can be seen from the following table. In
case of most of the reservoirs, expected life is less than one
third of projected life. (While not all the projects listed
below have hydro components, they represent the situation of
most reservoirs in India.)
Siltation Data of Selected Reservoirs
|
Reservoirs |
Year of
Impou-ndment |
Annual Rate
of Silting in ha m/ 100 sq km |
% Loss of
storage capacigy till 1975 |
|
Assumed |
Observed |
% increase |
Dead |
Live |
Total |
|
Bhakra (68) |
1959 |
4.29 |
6.00 |
39.9 |
16.42 |
2.50 |
6.00 |
|
Panchet (21) |
1956 |
2.47 |
9.92 |
301.6 |
38.90 |
19.67 |
13.02 |
|
Maithon (11) |
1956 |
1.62 |
13.10 |
708.6 |
27.37 |
2.63 |
10.50 |
|
Mayurakshi
(27) |
1955 |
3.61 |
20.09 |
456.5 |
44.50 |
9.00 |
13.00 |
|
Matatila |
1958 |
1.43 |
3.50 |
144.8 |
16.17 |
9.16 |
11.04 |
|
Shivajisagar |
1961 |
3.42 |
15.24 |
345.6 |
NA |
NA |
NA |
|
Tungabhadra
(24) |
1953 |
4.29 |
6.54 |
52.4 |
97.00 |
9.30 |
10.30 |
|
Hirakud |
1956 |
2.52 |
3.84 |
52.4 |
NA |
NA |
7.80 |
|
Gandhisagar |
1960 |
3.61 |
10.05 |
178.4 |
30.60 |
1.33 |
4.30 |
|
Ramganga
(25) |
1974 |
4.29 |
17.30 |
303.3 |
NA |
NA |
0.67 |
|
Kangsabati |
1965 |
3.27 |
6.73 |
105.8 |
NA |
NA |
2.24 |
|
Ghad |
1966 |
3.61 |
15.15 |
319.7 |
NA |
NA |
28.10 |
|
Dantiwada |
1965 |
3.61 |
6.32 |
75.1 |
NA |
NA |
4.33 |
|
Ukai (34) |
1971 |
1.47 |
4.97 |
238.1 |
NA |
NA |
2.18 |
|
Tawa |
1974 |
3.61 |
8.10 |
124.4 |
NA |
NA |
0.63 |
|
Beas Unit II |
1974 |
4.29 |
15.10 |
252.0 |
NA |
NA |
0.68 |
Source: The World Bank, 1991: 75 and Central Board of
Irrigation and Power, as quoted by Singh (1997: 140-1) |
|
Note: The figures in the Bracket next to the name of the
project indicate the expected life of the reservoir as %
of design life. These figures shockingly show that
expected life in most cases is likely to less than one
third of the design life. For Nizam Sagar Project in AP
(not mentioned in table above), the expected life is
likely to be just 6% of the design life. These figures are
all from World Bank, 1991b: 75.
This also breaks the myth that large hydro is a renewable
source of energy. The projects have limited life span,
much smaller than what is made out to be the case. The
costs and impacts of decommissioning of the plants once
its useful life is over is not even part of benefit cost
calculations of large hydro plants.
Options for Future
-
Better
operation of existing plants: there is substantial scope
for improving the operation rules of the existing hydro
plants to see that the hydro projects are used largely
for generating peaking power.
-
Improve
PLF (Peak Load Factor) of hydro projects: PLF of
hydropower projects in the country have been falling
consistently.
Install pump
storage systems at existing large dams, where such systems
do not exist. Indian grid is known to have surplus non
peak energy in 75% of the cycle period. It is only for the
rest of the 25% time period that new capacity additions
are justified.
-
Develop
all possible mini and micro hydro projects first.
Provide incentives for their development. In the past,
large hydro projects have been pushed to the exclusion
of the other renewable options, in spite of the huge
potential of Demand Side Management and Renewable
options. This can be seen from the following tables.
|
|