Ensuring
Environmental Water Flows in the River Ganga for Sustainable Ecology in the
Lower Delta across India and Bangladesh
HSSen
Dipankar Ghorai
"Nowhere is the
problem of cooperation between riparian neighbours as critical as in the Ganges-Brahmaputra
basin in South Asia. Nowhere are the benefits of cooperation as spectacular for
the futures of the countries involved, and nowhere is the penalty for
non-cooperation as devastating."- Jagan Mehta
__________________________________________________________________________
Dr.
H.S.Sen is the Former Director, Central Research Institute for Jute and
Allied Fibres (ICAR), Barrackpore, West Bengal, India (Present address for
communication: 2/74 Naktala, Kolkata - 700 047). He has specialization in water
management & soil salinity research in coastal ecosystem for over 30 years.
Dr. Dipankar Ghorai is the Subject
Matter Specialist, Krishi Vigyan Kendra (Central Research Institute for Jute
& Allied Fibres, ICAR), Bud Bud, Burdwan, West Bengal, India – 713403.
number of states before reaching the Farakka Barrage in
West Bengal is therefore imminent to study its impact due to alleged
wrong-doings both at public and private sectors on the South Bengal (India) and
a major part of Bangladesh, being the focus in this paper. This necessitates a
holistic plan to be taken up by governments of both countries in mutual
consultation of each other at the administrative level for ecological
sustenance in the entire Ganga delta.
Farakka Barrage and the India-Bangladesh treaty
The construction of a Barrage
across the Ganga and diversion of water towards the Bhagirathi was first
suggested by Sir Arthur Cotton in 1853, and named after Farakka in West Bengal
17 km upstream of the diversion of the river into Hooghly-Bhagirathi flowing
through India and Padma-Brahmaputra-Meghna and their tributaries into
Bangladesh - all finally terminating into the Bay of Bengal. The hypothesis of
arithmetic hydrology worked out in favour of the Barrage was subsequently
proved too inadequate to bring about any positive impact either to flush out
sediment load to increase navigational prospect for the Kolkata Port or to
share dry season flow between the two countries for their mutual benefits, the
very purposes for which it was conceived.
Staggering amount of water withdrawal in
the upstream through various hydro-power and irrigation projects, already
commissioned while many more yet to come, with norms arbitrarily decided in
most on the amount and rate of abstraction, and their interactions with
deteriorating water quality, might be assumed to be the key factor pertinent
to E-flows. This is a serious concern and we must be cautioned in view of
catastrophic incidence at Uttarakhand in the recent past.
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List of hydro-power
development & irrigation projects, and water quality
Figure 1. Line diagram of the
Ganga with its tributaries along with water management structures (Source:
National River Conservation Directorate (2009), free access permitted)
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According to the National River Commission Directorate (2009),
however, despite the problems of operation and maintenance river water quality
has shown discernible improvement (in terms of DO and BOD) over the pre-GAP
period. This has to be seen in the background of a steep increase in population
with concomitant increase in organic pollution load. In the absence of Ganga
Action Plan, there would have been further deterioration in these parameters.
The high BOD values in some of the towns are attributed to increased
Table 1. Affected
lengths of Alakananda and Bhagirahi rivers and their tributaries due to
allotted hydro-
power
development projects in Uttarakhand (Source:
Wildlife Institute of India, 2012,; Upper reaches of river have not been
accounted for)
|
Sl.no.
|
River
|
Total river
stretch (m)
|
River stretch
diverted
(m)
|
River stretch
submerged
(m)
|
Affected
length
(m)
|
% of river
length diverted
|
% of river
length submerged
|
% of river
length affected
|
Bhagirathi basin
|
||||||||
1
|
Bhagirathi
|
217000
|
68031
|
85400
|
153431
|
31
|
39
|
70.71
|
2
|
Asiganga
|
20500
|
10945
|
0
|
10945
|
53
|
0
|
53.39
|
3
|
Bhilangana
|
109000
|
20369
|
19000
|
39369
|
19
|
17
|
36.12
|
4
|
Bal ganga
|
37000
|
14721
|
0
|
14721
|
40
|
0
|
39.79
|
5
|
Small tributaries
|
73000
|
16401
|
0
|
16401
|
22
|
0
|
22.47
|
Alakananda basin
|
||||||||
6
|
Aalakananda
|
224000
|
60412
|
47100
|
107512
|
27
|
21
|
48.00
|
7
|
Dhauliganga
|
50000
|
46794
|
0
|
46794
|
94
|
0
|
93.59
|
8
|
Rishiganga
|
38500
|
10426
|
600
|
11026
|
27
|
2
|
28.64
|
9
|
Birahi ganga
|
29500
|
21926
|
0
|
21926
|
74
|
0
|
74.32
|
10
|
Nandakini
|
44500
|
15507
|
0
|
15507
|
35
|
0
|
34.85
|
11
|
Mandakini
|
81000
|
34875
|
500
|
35375
|
43
|
1
|
43.67
|
12
|
Pindar
|
114000
|
24974
|
10000
|
34974
|
22
|
9
|
30.68
|
Figure 2. Hydro-electric power projects on the
river Ganga (Source: South
Asia Network on Dams, Rivers and People, reproduced with permission of the authority)
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population and partial interception and diversion under GAP
schemes. The water quality of the river is likely to improve when all the ongoing
works are completed and the entire waste water being generated is tackled. A comparison
of pre-GAP and post-GAP values of the three critical parameters, namely DO, BOD
and Coliforms reveals the following: Dissolved Oxygen is largely within acceptable
limits. In the upper Ganga, from origin to Hardwar, the water quality is more or less
of Bathing Standards (Class B). Higher
levels of coliform are present almost throughout Ganga. GAP has not been able
to adequately address the issue of coliforms. The stretch from Kannauj to
Kanpur and Allahabad to Varanasi remains critical and needs focused attention.
Apart from higher levels of coliforms, the norms for BOD indicating organic pollution are also exceeded in this stretch.
A study on development of scenarios on comparison of river water quality
without GAP showed that a stretch of about 740 km (out of total 1520 km)
between Rishikesh and Rajmahal would
have violated the BOD limit of 3 mg/l
without GAP. The study also indicated that stretch of about 437 km had a BOD
level above the permissible limit of 3 mg/l after GAPI.
Dwindling water
flow and deteriorating water quality in the downstream have affected
drastically the livelihood in many ways. A vivid description of this in the
form of bamboo post-harvesting in the river Hooghly is just an example
affecting large number of people, as a result their profession may be heading
towards extinction if this process continues (Ghorai and Sen, 2014).
Figure 3. Fecal coliforms in water at
different monitoring places on Ganga (Source:
R.C.Trivedi, http://www.old.cseindia.org/misc/ganga/state_pollution.pdf,
reproduced with permission of the author
)
Reproduced with permission of the author,
|
Figure 4. Pollution in Indian
rivers (drawn based on the data source with permission of the author: R.C.Trivedi, http://www.old.cseindia.org/misc/ganga/state_pollution.pdf
|
|
Source: Wildlife Institute of India6
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% of total polluted
riverine length
|
% of total riverine
length
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Adverse impact on the
ecology of lower Ganga
There are 57 rivers and their
tributaries criss-crossing Bangladesh, and out of this 54, Ganga being the
mightiest of all, come via India, and only 3 from Myanmar. India has a
major responsibility to maintain E-flows for sustained livelihood of the
inhabitants of our neighbours, where water plays the most crucial role.
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The Hooghly’s flow is
oscillating; the water level fluctuates twice a day, owing to the tides, and
changes its hydro-morphology. Its estuary below Diamond Harbour being
funnel-shaped, it restricts the optimum tidal influx which primarily governs
the channel regime and its navigability. The sediment movement in tidal estuary
of the Hooghly is the function of a complex fluvial system that can hardly be
governed by inducing 40000 cusec (1132 cumec) of flow. The available flow even
dwindled to 454 cumec in the first week of April causing declining in the
navigability for the Kolkata Port. The adverse effect in the Indian part could
be verified from the fact that the annual quantum of dredging increased from
6.40 MCM during pre-Farakka days to 13.24 MCM during post-Farakka days quoted
up to 1995, and then to 21.18 MCM quoted for 1999-2003 (Rudra 2006). Besides, sediments are trapped in the
barrage-pond raising the level significantly and also encouraging the river
course to change its direction both upstream and downstream.
It is true that there are interferences
of the Ganga’s regime due to construction of Farraka Barrage giving rise to
problems and disadvantages – changes with water level, discharge, sediment
movement, bed slope, etc. caused by aggradations and degradation of the bed and
the entire reach from Rajmahal to Farakka in the upstream and from Farakka to
quite a distance downstream. Alluvial fans formed on the right side and the
deep channel shifted to the left above the Barrage. Bank erosion got worse and
was usually highest during August and September. There were direct and indirect
effects of sedimentation pattern of the Ganga-Padma in Bangladesh as well,
which would eventually increase siltation and erosion of the river beds and
banks, ultimately affect the channel and cause other morphological changes (Parua,
2009).
The complacency of the administration to
arrange roadways through silted up river beds in the Indian Sundarbans at
the expense of drying up of the rivers is an antithesis to development
blunderingly ignoring the ecology in the area.
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In Bangladesh it has been
reported by Islam et al. (1999) that every year the
Ganges and Brahmaputra rivers transport 316 and 721 million tonnes of sediment,
respectively. These high loads of suspended sediment reflect the very high rate
of denudation in their drainage basins. The average mechanical denudation rate
for the Ganges and Brahmaputra basins together is 365 mm 103 yr−1,
depositing the load in the floodplains
and in the river channel beds in coastal areas. The increasing trend in
siltation is one of the important factors for increasing trend in flood
occurrence in Bangladesh (Banglapedia).
Loss of biodiversity
The
floristic composition of whole of Sundarbans in the early twentieth century
included 334 species and 245 genera in 75 families of plants including small to
large trees, shrubs, climbers, grasses and herbs, with forest having had a
glorious past. Thereafter no such detailed inventory has been made on flora and
fauna species. Questions are often raised
about the trend in the change of biodiversity due to reducing amount of flow over
time in the lower delta, especially in Sundarbans. It has however been reported
by Datta et al. (2014) on flora and faunal
resources in Indian Sundarbans that tropical
humid forest and mangroves are the major ecosystem types of the reserve.
Mangrove species such as, Avicenniaalba, Bruguieragymnorrhiza, Ceriopstagal and
Rhizophoraapiculata are
the major species. Tropical semi-evergreen forest, agro-ecosystems,
silviculture, pisiculture, prawn culture are the major habitats of the reserve.
The area harbors a good number of rare and globally threatened animals.
Fisheries play a significant role in the socio-economy of the communities of
the Sundarbans. The aggregate Hilsa fish yield between 2001 and 2011 declined
from 80,000 tonnes to 20,000 tonnes. Notable among the extinct species during
the last 100 years are Javan rhinoceros (Rhinoceros sondaicus),
water buffalo (Bubalusbubalis), swamp deer (Cervusduvauceli), hog deer (Axis
porcinus) and marsh crocodile (Crocodiluspalustris).
In Bangladesh (Amin, 2002), it
is often said that most part of Sundarbans was originally well vegetated, with
coastal mangroves backed up by swamp forests and a broad plain of tropical
moist deciduous forest. However, more than 90% of the original vegetation has
been cleared during the last 50 years or so. Now the ecosystem is changing
rapidly and biodiversity is depleting fast with the extinction of some species
of the forest. It now provides ideal habitats for a variety of unique plants
and animals.
A number of
factors have been identified for the loss of biodiversity over time in the
whole delta. Though it is not possible to attribute quantitatively the loss to
different factors, most of them are directly and indirectly linked with reduced
water flow in conjunction with anthropogenic factors.
Most of the data generated and shown by
Bangladesh on different components and their effects on the ecology of the
country due to diversion of water via Farakka appear to be over-estimated,
since they were not always based on scientific analyses. On the other hand,
India’s assessment due to Farakka withdrawal were based on certain
assumptions held in pre-Farakka days, and therefore the analyses appear to
be under-estimated.
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The data reported by numerous workers in
Bangladesh show however a common trend of lowering of discharge with
consequent rise of salinity intrusion with time, although there appears to
be lack of uniformity in the extent of such changes in the data suggesting
the need for more critical analysis.
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The damage
due to withdrawal of the water flow at Farakka, receiving much reduced upstream
water with time, has been so wide and multidimensional that it is
difficult to estimate. However, careful estimates put it to the tune of 11
thousand crores of Taka (almost $2 billion USD). This does not include
damage to the environment - Desai
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The diversion had some adverse
effects on the ground water table in Bangladesh. However, the ‘special studies’
team maintained that it was difficult to quantify the effect, as it depended on
many other factors not considered (Parua, 2009).
Agriculture and industry in the
Pussar estuary from Rupsa-Pussar region to that in the upper Gorai-Madhumati
were indeed affected by increased salinity. Big industries at Khulna – paper
mills, power stations, jute processing units, etc. were affected partly by
saline water.
Future policy issues and
concluding remark
The lower Ganga delta of both India (south of
Farakka) and Bangladesh (south-west) share the same ecology and face threats
due to dwindling water diversion via Farakka Barrage and deteriorating water
quality of the river in the upstream at different places in India. This being a
matter of common concern to both countries there is need for a holistic and
focused attention for which the following suggestions are made with immediate
effect to seek for a lasting solution.
·
There appears to be a need for
revisiting the design of the Farakka Barrage, as well as the discharge and
distribution norms of water in the interest of the two countries, keeping in
view of the predicted flow of upstream Ganga water in long term perspectives,
and if necessary, fresh norms to be decided.
·
Predicted flow of water through
Ganga-Brahmaputra, both originating in Tibet, river system on account of
retreat of glaciers and other parametric uncertainties due to climate change
needs to be studied and refined with appropriate climate models in deciding the
future norms for distribution of water via Farakka Barrage with as much
precision as possible in different time scales.
·
Need for fresh installation of
hydro-electric power and irrigation projects in India must be given extremely
careful consideration with stringent norms for discharge of river water in the
upstream so that ecology of the area is not disturbed.
·
Past hydro-electric power and
irrigation projects in the upstream already in commission need also to be
reviewed in terms of the norms for discharge of water decided, and if
necessary, to be revised, scientifically so that ecology of the area is not
disturbed.
·
Provisions should be mandatory to make
impact analysis of the discharge of water from different projects, be it
hydro-electric power and irrigation projects or any others, on the ecology of
the area for all past and future installations in India.
·
Strict administrative vigilance to be maintained
to stop acts on unscrupulous diversion of water forthwith by private agencies
in India.
·
Location specific integrated water development
and management schemes at strategic points over the entire flow length in
different time scales to be prepared and their methods of implementation be
worked out, with adequate participation and vigilance from the local
inhabitants, to ensure maintaining prescribed water quality throughout the year
in India.
·
In India, in particular, impacts of
the water flow at different strategic points into lower delta in respect of
salinity in soil & water, flow rate, tidal amplitude and fluctuations, sedimentation/
hydrological parameters, navigation through rivers, ground water table depths
and qualities, all important components of biodiversity, and any other related
parameters should be taken up and monitored with a holistic plan, over minimum
five year phases, through a central task force comprising of scientists, NGOs,
government officials, local inhabitants, and the same placed in public domain.
Similar programmes should be simultaneously planned and taken up by Bangladesh.
A core team consisting of key members drawn from both countries should interact
and monitor the progress once in each year and suggest for improvement with
respect to targets fixed.
It has to be remembered that the concerned
lower Ganga delta of the two countries is largely coastal and therefore fragile
in nature subject to the increasing vagaries due to climatic disasters beyond possibly
anybody’s control to prevent. Additional factors originating from the
deteriorating E-flows of the Ganga river network water contribute further to
the woos of the inhabitants of the area. We believe, in conclusion, that there may
be no short-cuts to improve the ecology for sustained livelihood of the
inhabitants in this area across the two countries other than ensuring E-flows
via Farakka Barrage, for which careful considerations may be given to the suggestions
made above.
Acknowledgement
The authors are grateful to Sk. Golam Rasul,
Program Assistant (Computer), KVK, Burdwan for his help towards data
compilation and preparation of graphics.
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dipankarghoraikvk@gmail.com
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