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Public Pressure Leads to Changes in Kerala Dam Operation
Dams · Kerala

Public Pressure Leads to Changes in Kerala Dam Operation

SANDRPLeave a comment

Kerala Govt Agrees to Change Operation of Chalakudy River Hydropower Project:

Public Pressure Leads to Changes in Dam Operation

The decision to increase off-peak generation at Poringalkuthu Left Bank Hydro Electric Project (PLB HEP) in Chalakudy River, taken at a meeting convened by the Hon Chief Minister of Kerala in the fourth week of April (PRD – Thrissur, 25-04-13) was a partial success to the sustained campaign for dams re-operation at Chalakudy river. The meeting was attended by the Ministers for water resource and power, River Basin MLAs and officials of state electricity board and irrigation department. The decision however falls short of the demand for reverting the operation of PLB HEP into base load.

Chalakudy River Basin Physical Map
Chalakudy River Basin Physical Map

Normaly the summer water availability in the river below Poringalkuthu HEP should be between 1.3 – 1.5 MCM / day. The failure of both monsoons in 2012 and violation of Kerala-Tamil Nadu interstate Parambikulam – Aliyar agreement (1970) condition that the Kerala Sholayar reservoir shall be kept at full reservoir level by Tamil Nadu on the 1st of February every year (Sch. II.3 – PAP Capture 1Agreement), reduced the water availability in 2013 summer to less than 1 MCM per day resulting in severe water stress in the river basin. On top of the water shortage, intra-day as well as inter-day flow fluctuations in tail-race discharge from PLB HEP had worsened the situation. Anticipating water shortage the river basin MLAs as well as Local Self Government (LSG) heads had been demanding action from the State Government since December 2012.

Background: The river – dams and flow regime Chalakudypuzha (ChalakudyRiver), the fifth largest river in Kerala with a length of 144 kms and catchment area of 1704 Sq.kms is one of the heavily utilised rivers in the state. Major tributaries of this west flowing river originate from the Anamalai hills, Parambikulam Plateau and Nelliyampathy hills of Southern Western Ghats. The river/ its tributaries have been dammed at six places. The dams and diversions have completely altered the natural hydrological regime in the river. The river is the life line of about 30 Local Self Governments (LSGs) and about ten lakh people. Apart from the dams and diversion structures, numerous drinking water schemes and lift irrigation schemes are also dependent on the river. The table below provides details of existing major projects on the river.

Existing dams/ diversions in Chalakudypuzha

Sl. No. Project Commissioning Year Purpose Storage MCM Developer
1 Poringalkuthu LB HEP 1957 Hydro Power 32 Kerala SEB
2 Thunakadavu (PAP)* 1965 Diversion 15.77 Tamilnadu
3 Kerala Sholayar (PAP) 1966 Hydro Power 153.49 Kerala SEB
4 Parambikulam (PAP) 1967 Diversion 504.66 Tamilnadu
5 Peruarippallam (PAP) 1971 Diversion 17.56 Tamilnadu
6 TN Sholayar (PAP) 1971 Hydropower + diversion 152.7 Tamilnadu
7 ChalakudyRiver Diversion Scheme 1959 ** Irrigation 0,218 Kerala-Irri Dept
8 Idamalayar Augmentation Scheme 1990s Diversion NA Kerala SEB

*PAP- Parambikulam Aliyar Project    **Partially operational since 1952

Almost 75 percent of the catchments of the ChalakudyRiver were forested at the turn of 20th century. Hence the river had a fairly Capture 2healthy flow even during summer months. However, at present, the natural summer flow in the river has reduced drastically due to forest degradation and dams and diversions. Consequently, the present river flow in non-monsoon months is almost entirely dependent on the storage at Kerala Sholayar and Poringalkuthu reservoirs. The downstream major irrigation project, the Chalakudy River Diversion Scheme (CRDS) does not have storage of its own. It is completely dependent on the tailrace discharge from the PLB – HEP. Over the last two decades, the daily flow fluctuation due to the semi-peaking operation of the PLB-HEP is affecting the functioning of CRDS. Incidentally, the campaign against the proposed Athirappilly hydroelectric project (AHEP) had first brought this issue into focus. One of the major issues with regards to AHEP, a peaking power station, was the downstream impacts of drastic intra-day flow fluctuation (to the tune of 1:17).

Incidentally, Western Ghats Ecology Expert Panel had recommended not to give clearance to the project after conducting field visits and detailed and transparent consultations. However, the High Level Working Group formed to look into the WGEEP report acted in a non-transparent manner. They conducted a field visit with the project proponent (The Kerala State Electricity Board – KSEB), without informing the public, press or the Grama Panchayath and not providing opportunity for the organisations opposing the project to present their case before the committee. The HLWG recommended that the project proponent can approach the Ministry of Environment and Forest (MoEF) for fresh clearance, if it so desired, after some studies despite identifying the project location as ecologically sensitive area.

Analysis of hydrological data for AHEP as well as debates on the issue revealed the existing flow fluctuations due to changed operation pattern of PLB HEP since early 1990s. As the capacity of the PLB HEP was enhanced from 32 MW (8 MW X 4) to 48 MW with the commissioning of a 16 MW generator in 1999, the peak generation and the resultant flow fluctuation increased. The field assessment in the CRDS command area had confirmed the impacts due to the flow fluctuations.

As part of an action research done by the Kerala State Centre of Forum for Policy Dialogue on Water Conflicts in India, an attempt was made to find possible solutions to the conflict of interest between power generation and downstream needs. The conflict between CRDS and other downstream uses due to total diversion of water at its head works at Thumboormuzhi was also taken up. An alternate reservoir operations management (ROM) strategy that aims at sustainable and equitable sharing of available water resources was prepared as part of the study. Capture 3

ROM strategy for Chalakudy River The ROM strategy tried to synchronise the operations of Kerala Sholayar and PLB HEPs with the downstream requirements. Secondary data regarding the river flow, rainfall etc. was collected from concerned agencies like KSEB, Water Resources Department etc. Issues with respect to the present flow regime were assessed through field surveys and stakeholder consultations.  After analysing the available data and assessing downstream irrigation needs through people’s perception and based on the suggestions/ comments by the experts, the draft reservoir operations strategy was prepared. ROM strategy is attempted for water available to the basin after diversions to Tamil Nadu and Idamalayar with focus for non-monsoon months.

In the proposed ROM strategy, the summer water availability for the downstream needs is suggested to be increased through modifications in the operation pattern of Kerala Sholayar and Poringalkuthu HEPs. At Kerala Sholayar, the total utilisable quantity of water is fixed as per the PAP agreement. The monsoon discharge is proposed to be reduced by about 15 % of the average flow (data period – 1979 to 2006) so that the non-monsoon water availability can be enhanced. At Poringalkuthu, the ROM strategy proposes that the water level in the reservoir shall be kept at close to the full reservoir level up to the end of January. The change in the operation of the two HEPs is expected to ensure water availability of not less than 1.5 MCM/ day for the downstream uses. The ROM strategy proposes to operate the Poringalkuthu HEP, the lower dam, that discharges water into the main river as a base load station (as it was operated before 1990s) in non-monsoon months. This can ensure a steady discharge of over 17 m3/sec.

Peringal Dam Photo: CPSS
Peringal Dam
Photo: CPSS

At present the entire flow reaching Thumboormuzhi weir, the head works of CRDS is being diverted to the canals, except for some overflow during peak hours. This is affecting the downstream areas including the ecological functions of the river. The ROM strategy proposes a minimum flow of not less than 2 m3/sec to be released from Thumboormuzhi weir in to the river. This may be increased later after improvement in natural summer river flow through eco-regeneration of the upper catchments and by reducing the irrigation demand through adoption of ‘more crop per drop’ approach in the CRDS command.

The revised operation pattern is not expected to have significant impact on the power front. The non-monsoon power generation from the river basin is expected to slightly increase, whereas, the peak power generation will be reduced by 8 MW to 16 MW, which is about 0.25-0.5 % of the present summer peak demand of Kerala of about 3400 MW.

Building public awareness and public pressure The ROM strategy was widely discussed with the LSGs and other stakeholders. As the LSGs, farmers and Irrigation and Agriculture departments were active partners in the action research (2008 – 2012) they Capture 4readily accepted the proposed ROM strategy. Many LSGs demanded the state government to implement this, through resolutions. With the shortage in rainfall during 2012 monsoons, severe water stress was anticipated and a series of steps were taken to put pressure on the state government for dams re-operation so that the summer water shortage for downstream areas can be reduced.

  • A meeting of the LSG representatives organised by Chalakudy Puzha Samrakshana Samithi (CPSS) before the start of irrigation season discussed the anticipated scenario for the 2012-13 season and decided to step up campaign for changing the operation pattern at PLB HEP.
  • The project advisory committee meeting of CRDS, in December 2012 also took a similar decision.
  • In December 2012, five MLAs of the ChalakudyRiver basin, cutting across party lines, jointly demanded the Chief Minister to convene a meeting of the concerned ministers, MLAs, LSG heads and officials to discuss the issues with regards to the summer water availability in the river basin. This was the result of a series of interactions with these MLAs by the CPSS team.
  • In the second week of January 2013, 25 LSG heads gave a submission to the CM demanding action by the government to ensure water availability at Kerala Sholayar as per the PAP agreement and changing the Poringalkuthu HEP to base load station.
  • Even as no action was taken by the state government and the situation was becoming grim, the project advisory committee meeting of CRDS decided that a delegation must go to Thiruvananthapuram and meet the CM and other concerned ministers. A meeting of LSG heads organised jointly by CPSS and Chalakudy basin Block Panchayaths also decided to take necessary actions.
  • On March 19th 2013,   four MLAs and 10 LSG heads from ChalakudyRiver basin met the Chief Minister and Minister for Water Resources. Rajaneesh from CPSS was also part of the team. The people’s representatives wanted the Govt to take necessary steps to ensure better water availability for Chalakudy basin. The main points raised were regarding violation of Parambikulam – Aliyar Agreement condition and ensuring steady flow from Poringalkuthu HEP for the downstream needs. The CM agreed to convene a meeting of all concerned immediately. However, the meeting was delayed by more than one month and when the meeting finally took place, the LSG representatives were not invited for the same.
  • Meanwhile a detailed discussion was held with the KSEB Chairman in the first week of April 2013. The Chairman promised to look into the issue.
  • All along the campaign, the print as well as visual media reported these developments and published / telecast stories on the issue.

Partial re-operation The daily average generation at Poringalkuthu in January 2013 was 0.4481 MU (Million Units, as per Kerala State Load Despatch Centre website) and the corresponding discharge was about 1.2 MCM per day. Due to the non-compliance of PAP agreement condition, the combined storage at Kerala Sholayar and Poringalkuthu reservoirs on the 1st February was only around 115 MCM against an anticipated volume of 160 -170 MCM. Consequently, the generation was less in the following months. The average generation and discharge in February, March and April were 0.3457 MU / 0.93 MCM, 0.3237MU / 0.87 MCM and 0.3343 MU / 0.9 MCM respectively. The semi-peaking operation at PLB HEP continued resulting in intra-day fluctuations. The off-peak generation was mostly limited to 8 MW with a corresponding discharge of around 6.5 m3/sec, which is highly insufficient to meet the irrigation demand of the CRDS command. There were also instances of practically no generation during off-peak hours, especially during night times.

Upper Sholayar Dam Photo: CPSS
Upper Sholayar Dam
Photo: CPSS

Apart from the intra-day fluctuation the inter-day flow fluctuations was also a major cause of worry. The situation was particularly bad in the second half of March and first half of April. On 4 days between March 21st and April 10th, the generation was between 0.158 MU and 0.182 MU. The corresponding discharge was less than 0.5 MCM. On a few other days, the generation was between 0.2 -0.3 MU.

Since the decision of the meeting convened by the CM, the situation has slightly improved. The inter-day fluctuation was less since 25th of April with the discharge of 0.9 -1 MCM on most days. More importantly, the off-peak generation was at least 16 MW (except on a couple of days). The average discharge since the last week of April has also slightly increased in comparison to the previous months.

The change in operation pattern does not seem to have had any negative impact on power front. Initially the KSEB had increased off-peak generation without reducing peak generation. The generation figures as per the SLDC website shows the generation at PLB HEP on 25th, 26th and 27th April (after the decision at Ministry level meeting) as 0.425 MU, 0.402 MU and 0.412 MU respectively, corresponding to discharge of around 1.1 MCM. Later only one machine was available and the peak as well as total generation reduced.  The average generation during this period was around 0.35 MU corresponding to a discharge of about 0.95 MCM. The generation figure shows that the station was running continuously as a base load station (by default?) for two weeks. Even though the rate of discharge was less than the actual requirement, we have requested the irrigation officials to assess the effect of steady inflow at CRDS.

The decision for increasing off-peak generation is significant since it is acknowledgement by the government that the downstream requirement should be given priority over power generation. However, the long delay in taking such a decision even after the river basin MLAs and LSG heads unanimously demanded for the same cannot be justified. Also, the steps taken so far are not sufficient. The storage position as on 27-04-2013 at Kerala Sholayar and Poringalkuthu reservoirs (33.78 MCM and 9.23 MCM respectively) could have supported a daily discharge of upto 1.3 MCM till May 31st, especially since the catchments traditionally get good pre-monsoon rains and an inflow of 100 cusecs from Tamil Nadu Sholayar was anticipated, on the basis of inter-ministerial discussion on PAP agreement.

The campaign / advocacy for further changes in operation will have to be continued as the present decision is of a temporary nature. Until and unless the non-monsoon discharge from Poringalkuthu HEP is enhanced to around 17 m3/ sec, sufficient river discharge from CRDS head works is not likely to materialise. (The suggested discharge rate from Poringalkuthu HEP as per the ROM strategy, based on anticipated water availability, is 17.25 m3/ sec and the corresponding generation will be 24 MW.) The fact that the Chalakudy MLA protested against closing down all generators of old powerhouse together since May 7th shows that the people’s representatives are now more vigilant on the issue and this should help in stepping up the campaign. Moreover, a collective of Local Self Government heads is emerging for the cause of the river and this collective, if it becomes active, can really help take forward the efforts for the revival of ChalakudyRiver.

S P Ravi (cholayar@rediffmail.com)

Subansiri Basin Study – Another Chapter of Environment Subversion in Northeast
Arunachal Pradesh · Environment Impact Assessment · Expert Appraisal Committee · Hydropower

Subansiri Basin Study – Another Chapter of Environment Subversion in Northeast

SANDRP3 Comments

The Study The study has been done by IRG Systems South Asia Private Limited (http://www.irgssa.com/, a subsidiary of US based IRG Systems) and http://www.eqmsindia.com/[i]. It is supposed to be a Cumulative Impact Assessment of 19 HEPs planned in the basin, out of which PFRs of 7 are available, DPR of two, and one of which, the 2000 MW Subansiri Lower HEP is under construction.

Subversion of Environment Governance in the Subansiri basin While looking at this basin study, the subversion of environment governance in Subansiri basin this very millennia should be kept in mind. A glimpse of it is provided in Annexure 1. In fact, one of the key conditions of environmental clearance to the 2000 MW Lower Subansiri HEP was that no more projects will be taken up in the basin upstream of the Lower Subansiri HEP, which essentially would mean no more projects in the basin, since LSHEP is close to the confluence of the Subansiri River with Brahmaputra River. That condition was also part of the Supreme Court order in 2004. The need for a carrying capacity study was also stressed in the National Board of Wild Life discussions. We still do not have one. In a sense, the Subansiri basin is seeing the consequences of that subversion.

Map of Subansiri RIver Basin Source: https://sandrp.in/basin_maps/Subansiri_River_Basin.pdf
Map of Subansiri RIver Basin
Source: https://sandrp.in/basin_maps/Subansiri_River_Basin.pdf

Information in public domain not known to consultants The report does not even state that Middle Subansiri dam have also been recommended TOR in 41st EAC meeting in Sept 2010. This project will require 3180 ha of land, including 1333 Ha forest land, and 2867 ha area under submergence. Even about Upper Subansiri, the consultants do not know the area of forest land required (2170 ha). So the consultants have not used even the information available in public domain in EAC meetings.

Study based on flawed and incomplete Lohit Basin Study The Study claims that it is based on Lohit Basin Study done by WAPCOS. Lohit Basin Study is an extremely flawed attempt and does not assess cumulative impacts of the cascade projects. Civil society has written about this to the EAC and the EAC itself has considered the study twice (53rd and 65th EAC Meetings), and has not accepted the study, but has raised several doubts. Any study based on a flawed model like Lohit Basin Study should not be acceptable.

A house in the upstream of Subansiri River Source: http://cooperfreeman.blogspot.in/2012/12/the-wild-east-epic.html
A house in the upstream of Subansiri River
Source: http://cooperfreeman.blogspot.in/2012/12/the-wild-east-epic.html

No mention of Social impacts Major limitation of the study has been absolutely no discussion on the severe social impacts due to cumulative forest felling, flux of population, submergence, livelihoods like riparian farming and fishing, etc. Though this has been pointed out by the TAC in its meeting and field visit, the report does not reflect this.

Some key Impacts Some of the impacts highlighted by the study based on incomplete information about HEPs are:

Þ    The length of the river Subansiri is 375 km up to its outfall in the Brahamaputra River. Approximately 212.51 km total length of Subansiri will be affected due to only 8 of the proposed 19 HEPs in Subansiri River basin.

Þ    Total area brought under submergence for dam and other project requirements is approx. 10, 032 ha of eight proposed HEPs. The extent of loss of forest in rest of the 9 projects is not available.

Þ    62 species belonging to Mammals (out of 105 reported species), 50 Aves (out of 175 reported species) and 2 amphibians (out of 6 reported species) in Subansiri Basin are listed in Schedules of Wildlife Protection Act, 1972 (as amended till date).

Þ    99 species belonging to Mammals (out of 105 reported species), 57 species belonging to Aves (out of 175 reported species), 1 Reptilian (out of 19 reported species), 2 Amphibians (out of 6 reported species), 28 fishes (out of 32 reported species), 25 species belonging to Odonata of Insecta fauna group (out of 28 reported species) are reported to be assessed as per IUCN’s threatened categories.

Even this incomplete and partial list of impacts should give an idea of the massive impacts that are in store for the basin.

Cumulative impacts NOT ASSESSED Specifically, some of the cumulative impacts that the report has not assessed at all or not adequately include:

1. Cumulative impact of blasting of so many tunnels on various aspects as also blasting for other project components.

2. Cumulative impact of mining of various materials required for the projects (sand, boulders, coarse and fine granules, etc.)

3. Cumulative impact of muck dumping into rivers (the normal practice of project developers) and also of also muck dumping done properly, if at all.

Subansiri River in the Upper Reaches Source: Lovely Arunachal
Subansiri River in the Upper Reaches
Source: Lovely Arunachal

4. Changes in sedimentation at various points within project, at various points within a day, season, year, over the years and cumulatively across the basin and impacts thereof.

5. Cumulative impact on aquatic and terrestrial flora and fauna across the basin due to all the proposed projects.

6. Cumulative impact of the projects on disaster potential in the river basin, due to construction and also operation at various stages, say on landslides, flash floods, etc.

7. Cumulative dam safety issue due to cascade of projects.

8. Cumulative change in flood characteristics of the river due to so many projects.

9. Cumulative impacts due to peaking power generation due to so many projects.

10. Cumulative sociological impact of so many projects on local communities and society.

11. Cumulative impact on hydrological flows, at various points within project, at various points within a day, season, year, over the years and cumulatively across the basin and impacts thereof. This will include impacts on various hydrological elements including springs, tributaries, groundwater aquifers, etc. This will include accessing documents to see what the situation BEFORE project and would be after. The report has failed to do ALL THIS.

12. Impact of silt laden water into the river channel downstream from the dam, and how this gets accumulated across the non-monsoon months and what happens to it. This again needs to be assessed singly and cumulatively for all projects.

13. Impact of release of silt free water into the river downstream from the power house and impact thereof on the geo morphology, erosion, stability of structures etc, singly and cumulatively.

14. Impact on Green House Gas emissions, project wise and cumulatively. No attempt is made for this.

15. Impact of differential water flow downstream from power house in non-monsoon months, with sudden release of heavy flows during peaking/ power generation hours and no releases during other times.

16. Cumulative impact of all the project components (dam, tunnels, blasting, power house, muck dumping, mining, road building, township building, deforestation, transmission lines, etc.,) for a project and then adding for various projects. Same should also be done for the periods during construction, operation and decommissioning phases of the projects.

17. Cumulative impact of deforestation due to various projects.

18. Cumulative impact of non compliance of the environment norms, laws, Environment clearance and forest clearance conditions and environment management plans. Such an assessment should also have analysed the quality of EIA report done for the Subansiri Lower hydropower project.

Wrong, misleading statements in Report There are a very large number of wrong and misleading statements in the report. Below we have given some, along with comment on each of them, this list is only for illustrative purposes.

Sr No

Statement in CIA

Comment
1 “During the monsoon period there will be significant discharge in Brahmaputra River. The peaking discharge of these hydroelectric projects which are quite less in comparison to Brahmaputra discharge will hardly have any impact on Brahmaputra.” This is a misleading statement. It also needs to be assessed what will be the impact on specific stretches of Subansiri river. Secondly, the projects are not likely to operate in peaking mode in monsoon.
2 “However, some impact in form of flow regulation can be expected during the non-monsoon peaking from these projects.” This is not correct statement as the impact of non-monsoon peaking is likely to be of many different kinds, besides “flow regulation” as the document describes.
3 “Further, during the non-monsoon period the peaking discharge release of the projects in upper reaches of Subansiri basin will be utilized by the project at lower reaches of the basin and net peaking discharge from the lower most project of the basin in general will be the governing one for any impact study.” This is again wrong. What about the impact of such peaking on rivers between the projects?
4 “The construction of the proposed cascade development of HEPs in Subansiri basin will reduce water flow, especially during dry months, in the intervening stretch between the Head Race Tunnel (HRT) site and the discharge point of Tail Race Tunnel (TRT).” This statement seems to indicate that the consultants have poor knowledge or understanding of the functioning of the hydropower projects. HRT is not one location, it is a length. So it does not make sense to say “between HRT and the discharge point of TRT”.
5 “For mature fish, upstream migration would not be feasible. This is going to be the major adverse impact of the project. Therefore, provision of fish ladder can be made in the proposed dams.” This is simplistic statement without considering the height of the various dams (124 m high Nalo HEP dam, 237 m high Upper Subansiri HEP dam, 222 m high Middle Subansiri HEP dam), feasibility of fish ladders what can be optimum design, for which fish species, etc.
6 “…water release in lean season for fishes may be kept between 10-15% for migration and sustaining ecological functions except Hiya and Nyepin HEP. Therefore, it is suggested that the minimum 20% water flow in lean season may be maintained at Hiya and Nyepin HEP for fish migration.” This conclusion seems unfounded, the water release suggested is even lower than the minimum norms that EAC of MoEF follows.

Viability not assessed The report concludes: “The next steps include overall assessment of the impacts on account of hydropower development in the basin, which will be described in draft final report.”

One of the key objective of the Cumulative Impact assessment is to assess how many of the planned projects are viable considering the impacts, hydrology, geology, forests, biodiversity, carrying capacity and society. The consultants have not even applied their mind to key objective in this study. They seem to assume that all the proposed projects can and should come up and are all viable. It seems the consultant has not understood the basic objectives of CIA. The least the consultant could have said is that further projects should not be taken up for consideration till all the information is available and full and proper Cumulative impact assessment is done.

The consultants have also not looked at the need for free flowing stretches of rivers between the projects.

Section on Environmental Flows (Chapter 4 and 9): The section on Environmental flows is one of the weakest and most problematic sections of the report, despite the fact that the Executive summary talks about it as being one of the most crucial aspects.

The study does not use any globally accepted methodology for calculating eflows, but uses HEC RAS model, without any justification. The study has not been able to do even a literature review of methodologies of eflows used in India and concludes that “No information/criteria are available for India regarding requirement of minimum flow from various angles such as ecology, environment, human needs such as washing and bathing, fisheries etc.”

This is unacceptable as EAC itself has been recommending Building Block Methodology for calculating eflows which has been used (very faultily, but nonetheless) by basin studies even like Lohit, on which this study is supposedly based. EAC has also been following certain norms about E flow stipulations. CWC itself has said that minimum 20% flow is required in all seasons in all rivers. BK Chaturvedi committee has recently stipulated 50% e-flows in lean season and 30% in monsoon on daily changing basis.

The assumption of the study in its chapter on Environmental Flows that ‘most critical reach is till the time first tributary meets the river” is completely wrong. The study should concentrate at releasing optimum eflows from the barrage, without considering tributary contribution as an excuse.

First step of any robust eflows exercise is to set objectives. But the study does not even refer to this and generates huge tables for water depths, flow velocity, etc., for releases ranging from 10% lean season flow to 100% lean season flow.

After this extensive analysis without any objective setting, the study, without any justification (the justification for snow trout used is extremely flawed. Trouts migrate twice in a year and when they migrate in post monsoon months, the depth and velocity needed is much higher than the recommended 10% lean season flow) recommends “In view of the above-said modeling results, water release in lean season for fishes maybe kept between 10-15% for migration and sustaining ecological functions except Hiya and Nyepin HEP. Therefore, it is suggested that the minimum 20-25% water flow in lean season may be maintained at all HEP for fish migration and ecological balance.”

The study does not recommend any monsoon flows. Neither does it study impact of hydro peaking on downstream ecosystems.

Shockingly, the study does not even stick with this 20-25% lean season flow recommendation (20-25% of what? Average lean season flow? Three consecutive leanest months? The study does not explain this). In fact in Chapter 9 on Environmental Flows, the final recommendation is: “Therefore, it is suggested that the minimum 20-25% water flow in lean season may be maintained at Hiya and Nyepin  HEP or all other locations for fish migration.” (emphasis added)

So it is unclear if the study recommends 20-25% lean season flows or 10-15% lean season flows. This is a very flawed approach to a critical topic like eflows.

The study keeps mentioning ‘minimum flows’ nomenclature, which shows the flawed understanding of the consultants about e-flows.

The entire eflows section has to be reworked, objectives have to be set, methodology like Building Block Methodology has to be used with wide participation, including from Assam. Such exercises have been performed in the past and members of the current EAC like Dr. K.D. Joshi from CIFRI have been a part of this. In this case, EAC cannot accept flawed eflows studies like this. (DR. K D. Joshi has been a part of a study done by WWF to arrive at eflows through BBM methodology for Ganga in Allahabad during Kumbh: Environmental Flows for Kumbh 2013 at Triveni Sangam, Allahabad and has been a co author of this report)

Chocolate Mahseer in Subansiri Source: http://www.flickr.com/photos/8355947@N05/7501485268/
Chocolate Mahseer in Subansiri
Source: http://www.flickr.com/photos/8355947@N05/7501485268/

Mockery of rich Subansiri Fisheries Subansiri has some of the richest riverine fisheries in India. The river has over 171 fish species, including some species new to science, and forms an important component of livelihood and nutritional security in the downstream stretches in Assam.

But the study makes a mockery of this saying that the livelihoods dependence on fisheries is negligible. The entire Chapter on Fisheries needs to be reworked to include impacts on fisheries in the downstream upto Majuli Islands in Assam at least.

No mention of National Aquatic Animal! Subansiri is one of the only tributaries of Brahmaputra with a resident population of the endangered Gangetic Dolphin, which is also the National aquatic animal of India (Baruah et al, 2012, Grave Danger for the Ganges Dolphin (Platanista ganegtica) in the Subansiri River due to large Hydroelectric Project. http://link.springer.com/article/10.1007/s10669-011-9375-0#).

Shockingly, the Basin Study does not even mention Gangetic Dolphin once in the entire study, let alone making recommendations to protect this specie!

Gangetic Dolphin is important not only from the ecological perspective, but also socio cultural perspective. Many fisher folk in Assam co-fish with the Gangetic River Dolphin. These intricate socio ecological links do not find any mention in the Basin study, which is unacceptable.

Agitation Against Lower Subansiri Dam in Assam Source: SANDRP
Agitation Against Lower Subansiri Dam in Assam
Source: SANDRP

Lessons from Lower Subansiri Project not learnt A massive agitation is ongoing in Assam against the under construction 2000 MW Subansiri Lower HEP. The people had to resort to this agitation since the Lower Subansiri HEP was going ahead without studying or resolving basic downstream, flood and safety issues. The work on the project has been stopped since December 2011, for 22 months now. In the meantime several committee have been set up, several changes in the project has been accepted. However, looking at this shoddy CIA, it seems no lessons have been learnt from this ongoing episode. This study does not even acknowledge the reality of this agitation and the issues that the agitation has thrown up. There is no reflection of the issues here in this study that is agitating the people who are stood up against the Lower Subansiri HEP. The same people will also face adverse impacts of the large number of additional projects planned in the Subansiri basin. If the issues raised by these agitating people are not resolved in credible way, the events now unfolding in Assam will continue to plague the other planned projects too.

Conclusion From the above it is clear that this is far from satisfactory report. The report has not done proper cumulative assessment on most aspects. It has not even used information available in public domain on a number of projects. It does not seem to the aware of the history of the environmental mis-governance in the SubansiriBasin as narrated in brief in Annexure 1. For most projects basic information is lacking. Considering the track record of Central Water Commission functioning as lobby FOR big dams, such a study should have never been given to CWC. One of the reasons the study was assigned by the EAC to the Central Water Commission was that the CWC is supposed to have expertise in hydrological issues, and also can take care of the interstate issues. However, the study has NOT been done by CWC, but by consultants hired by CWC, so CWC seems to have no role in this except hiring consultant. So the basic purpose of giving the study to CWC by EAC has not been served. Secondly the choice of consultants done by the CWC seems to be improper. Hence we have a shoddy piece of work. This study cannot be useful as CIA and it may be better for EAC to ask MoEF for a more appropriate body to do such a study. In any case, the current study is not of acceptable quality.

South Asia Network on Dams, Rivers & People (https://sandrp.in/, https://sandrp.wordpress.com/)

—

ANNEXURE 1

Set Conditions to be waived Later – The MoEF way of Environmental Governance

In 2002, the 2,000 MW Lower Subansiri hydroelectric project on the Assam-Arunachal Pradesh border came for approval to the Standing Committee of the Indian Board for Wildlife (now called the National Board for Wildlife) as a part of the Tale Valley Sanctuary in AP was getting submerged in the project. The total area to be impacted was 3,739.9 ha which also included notified reserved forests in Arunachal Pradesh and Assam.  The Standing Committee observed that important wildlife habitats and species well beyond the Tale Valley Sanctuary, both in the upstream and downstream areas, would be affected (e.g. a crucial elephant corridor, Gangetic river dolphins) and that the Environmental Impact Assessment studies were of a very poor quality. However, despite serious objections raised by non-official members including Bittu Sahgal, Editor, Sanctuary, Valmik Thapar, M.K. Ranjitsinh and the BNHS, the Ministry of Environment & Forests (MoEF) bulldozed the clearance through in a May 2003 meeting of the IBWL Standing Committee. Thus a project, which did not deserve to receive clearance, was pushed through with certain stringent conditions imposed (Neeraj Vagholikar, Sanctuary Asia, April 2009).

Lower Subansiri HEP Source: The Hindu
Lower Subansiri Dam
Source: The Hindu

The EC given to the project was challenged in Supreme Court (SC) by Dr L.M Nath, a former member of the Indian Board for Wildlife. Nath pleaded, these pristine rich and dense forests classified as tropical moist evergreen forest, are among the finest in the country. Further the surveys conducted by the Botanical Survey of India and the Zoological Survey of India were found to be extremely poor quality. The Application mentions that the Additional DG of Forests (Wildlife) was of the view that the survey reports of the BSI and ZSI reports were not acceptable to him because these organisations had merely spent five days in the field and produced a report of no significance.

The SC gave its final verdict on 19-4-2004, in which the Court upheld the EC given by MoEF to NHPC but with direction to fulfill some important conditions. Out these conditions there were two conditions which were very significant – “The Reserve Forest area that forms part of the catchment of the Lower Subansri including the reservoir should be declared as a National Park/ Sanctuary. NHPC will provide funds for the survey and demarcation of the same.”, and “There would be no construction of dam upstream of the Subansri River in future.” These conditions were also mentioned in the original EC given to the project in 2003.

In May 2005, two years after the EC was given the Arunachal Pradesh govt and NHPC approached the SC to waive or modify the above two conditions. The state government calimed that following these conditions would imply loss of opportunity to develop 16 mega dams in the upstream of Lower Subansiri (this including 1,600 MW Middle Subansiri and 2,000 MW Upper Subansiri to be developed by NHPC). The SC sent it back to National Board for Wildlife to review the conditions.

The petition was done strategically. “The strategy of the dam proponents is simple. They raised no objection to the terms until the construction of the Lower Subansiri project had proceeded beyond a point when it could have been cancelled. Armed with this fait accompli, they asked for a review of the clauses on the very basis on which the original clearance – laid down by members who were subsequently dropped from the wildlife board – was granted.”[ii]

Then nonofficial members of NBWL expressed their dissent to the proposal. In a May 2008 communication to the Chairman of the NBWL Standing Committee, member Dr. Bibhab Talukdar observed: “If the Standing Committee agrees to waive the conditions, we would be setting a dangerous precedent and sending a wrong signal regarding the credibility of decision-making by us. This would mean that projects impacting rich wildlife habitats can receive clearances based on stringent conditions, only to be up for review later. Such an approach is undesirable both from a perspective of good governance as well as the long-term interest of wildlife in the country.”

Dr. Asad Rahmani of the BNHS, who was part of a sub-committee of the NBWL Standing Committee conducting a site visit to the project area, stated in his report: “Under no circumstances should new projects be allowed in the Subansiri river basin until an advance cumulative assessment of proposed projects and a carrying capacity study of the Subansiri river basin are completed.”

In the December 12 2008 meeting of NBWL Standing Committee, even after these dissenting opinions from nonofficial members MoEF managed to do a dilution of the above two conditions. Assam that time was witnessing a major protest concerning the downstream impacts of Lower Subansiri HEP but it was not even consulted. Shockingly the “no dam upstream” condition was removed and it was decided that “any proposal in the upstream of the SubansiriRiver would be considered independently on its merit by the Standing Committee as and when submitted by the proponents”.

Now the Arunachal Pradesh government needs to declare a smaller area of 168 sq. km. as a sanctuary and “make serious efforts” to bring an additional 332 sq. km. reserved forest under the category of Conservation Reserve (CR) in consultation with the MoEF. The latter part of the condition (declaration of CR) is non-enforceable because of the choice of words. Even the demand to at least conduct an advanced cumulative impact assessment of proposed projects and a carrying capacity study of the Subansiri river basin has been ignored[iii].

As Bittu Sahgal, Editor, Sanctuary Asia says, “The Lower Subansiri is one such, where the PMO has placed a very dubious role in forcing clearances, agreeing to clearance conditions and then starting the project, only to loosen the environmental conditions. In this whole scam the Zoological Survey of India and the Botanical Survey of India have been co-conspirators that have suppressed the ecological value of the forests to facilitate the building of the dam, which will drown pristine elephant, tiger and clouded leopard forests and cause havoc downstream as well.”

The above sequence of events are very pertinent to remember as we see the Subansiri basin study.

END NOTES:

[i] Website says: “More than 200 successful environmental Impact Assessment Clearance from Ministry of Environment & Forests, Government of India for Industry, Infrastructure & Construction projects” Sounds strange from an EIA consultant.

[iii] For more details please see – “Forest Case Update”, Issue 1, June 2004 and “The Subansiri Subversion” by Neeraj Vagholikar published in Sanctuary Asia, April 2009 issue

Lower Kopili HEP: Oustanding issues that must be resolved before EAC can consider the project
Assam · Dam Induced Flood Disaster · Dams · Expert Appraisal Committee · Hydropower

Lower Kopili HEP: Oustanding issues that must be resolved before EAC can consider the project

SANDRP4 Comments

The Lower Kopili Hydro Electric Project(HEP) will be considered for TOR clearance in the forthcoming Expert Appraisal Committee(EAC) meeting on September 23-24, 2013. This project was first discussed in the 63rd EAC meeting held on 12-13th October, 2012. It was again discussed in the 65th meeting of the EAC held on 26-27th December, 2012 for approval of Terms of Reference (TOR) for the Environmental Impact Assessment (EIA). EAC had sent back the project proposal seeking additional information/clarification on several issues. There were several critical issues which were not raised by the EAC. We have made a submission to EAC pointing out issues which need urgent attention.

Background of Hydroelectricity Generation on Kopili River

The Kopili River: Kopili is a south bank tributary of Brahmaputra which originates in the Borail range mountains in Meghalaya at an altitude of about 1600 m and has a total length of 290 km up to its confluence with Brahmaputra. Its basin is bound by the Jaintia Hills in the west and the South Cachar and Mikir Hills in the east. Kharkor, Myntriang, Dinar, Longsom, Amring, Umrong, Longku and Langkri are its major tributaries in its upper reaches.

After entering Assam the Kopili separates the Karbi Anglong district from the Dima Hasao North Cachar Hills district up to its confluence with Diyung River on its right at 135 km. After the confluence with Diyung, Kopili flows into the Nagaon district in a north-westerly direction. The Jamuna River with a catchment of 3960 km2 flows to the Kopili at Jamunamukh. The river then flows in western direction, and further downstream, the Umkhen-Borapani River which rises in the Shillong plateau and drains an area of 2038 km2 joins Kopili at a distance of 254 km from the left. The Killing River, known as Umiam in its upper reaches draining an area of about 1445 km2, flows into Kopili from the left at about 280 km. The Kopili River finally flows to Kalang, a spill channel of Brahmaputra, near Hatimukh after traversing a distance of 290 km2. The total catchment of Kopili River is about 16,421km2.

Kopili HEP: The Kopili Hydro Electric Project (HEP) has two dams, one on the Kopili River and one on its tributary Umrang stream. This project was developed by NEEPCO (Northeast Electric Power Corporation Ltd.). The first dam with 66 m height on the Kopli River is known as Khndong dam and the second one with 30 m height is known as Kopili dam located at Umranso.  Water from the Khandong reservoir is utilised in the Khandong power station through a 2852 m long tunnel to generate 50 MW (2 X 25 MW) of power. The tail water from this powerhouse is led to the Umrong reservoir. The water from Umrong reservoir is taken through a 5473 m long tunnel to the Kopili power station to generate 200 MW (4 X 50 MW) of power. An additional 25MW was added to the Khandong dam in the Stage two of the Kopili HEP, making the total power generation 275 MW. Both Khandong and Kopili dams are concrete gravity dams. The first unit of this Kopili HEP was commissioned in March 1984. Additional unit under stage two was commissioned in July, 2004.

Proposed Lower Kopili HEP: The proposed Lower Kopili HEP is coming up in Boro Longku village in Dima Hasao district. The project is developed by Assam Power Generation Corporation Limited (APGCL). The Lower Kopili dam will be a concrete gravity dam with 70.13 m high dam wall. This project will also have two power houses and the first power house, or the main power house will have an installed capacity of 110 MW (2X55MW). An auxiliary Power House with an installed capacity of 10 MW (2×2.5 MW+1×5 MW) has been planned  at  the  toe  of  the  dam  for  utilizing  the  mandatory  releases  for  ecological purposes, making the total installed capacity 120 MW. The Head Race Tunnel(HRT) of the project will be 7.25 m in diameter and 3.6 km long. The total land required for this project will be 1577 ha out of which according to the revised PFR and Form-I 552 ha will fall under submergence. But the old PFR and Form-I had mentioned the size of the submergence area as 620ha. The  free flowing river  stretch  between  Full Reservoir Level  (FRL) of  Lower  Kopili  HEP  and  Tail Water Level (TWL) of upstream  Kopili  HEP  is  about  6  km.

The water available at Lower Kopili dam site will consists of the following components:

1.   Tailrace releases from Kopili Power Station (4 x 50 MW)

2.   Inflow from intermediate catchment between Khandong and Longku Dam site

3.   Spill from Khandong and Umrong Reservoir.

Projects in Cascade on Kopili River
Projects in Cascade on Kopili River

Some Key Issues Requiring Urgent Attention

After thoroughly going through Pre Feasibility Report (PFR) and Form-I of the proposed Lower Kopili HEP we have found that following issues have not been adequately dealt with by the project authorities. Infact some of them have not even been mentioned at all. EAC should not give TOR clearance to the project without satisfactory resolution of these issues.

Dam induced Flood: Experiences of the people living in downstream suggest that floods have become more recurrent after construction of the dam. The Kopili dam has changed the character of flood in the river downstream for the worse. Before the construction of Kopili dam, floods occurred mainly during monsoon season. Increase in water volume due to heavy rains used to be the reason for flood. These were normal floods which occurred not more than two or three times a year. But after the construction of the dam, number of artificial floods occurring in a year has gone upto 5- 6 times. These floods mainly occurred from the month of August to the first one or two weeks of November. Government of Assam never made an attempt to investigate the source of these floods (this information is from a field visit done to the area). 

In the catastrophic floods of 2004, out of 140 revenue villages of Kampur circle of Nagaon district 132 were affected by floods with area of 135.12 sq. miles. Due to these floods 1,92,000 people were temporarily displaced. These floods also took the lives of 4 people. Even government had confirmed that the main reason for the devastation in these Nagaon and Morigaon districts was the release of the water from the NEEPCO’s Kopili project. The team that was deputed by the government found that water level of the Khandong reservoir went up to 727.70 meters against the FRL of 719.30 meters on 18th July 2004, which rolled down and led to catastrophic disaster. Flood release from the dam happened without prior warning and affected the whole valley. Kampur is one of the towns located in the downstream of Kopili dam where people were give only 2 hours to evacuate the area and move to nearby relief camps.  July 18 is less than midway through the monsoon and questions arise why was the dam allowed to be filled up so soon which had led to such disaster. Had the dam operations were conducted properly the disaster could have possibly been avoided.

The issue of flash floods in Kopili River was raised in the Assam state assembly. On 8th November, 2010 former Chief Minister of Assam Mr. Prafulla Kumar Mahanta, an MLA from Nagaon district made a call attention motion in the Legislative assembly on the issue flash floods in Kopili. He stated the NEEPCO is responsible for the flash floods in the Kopili River.[1] Then Water Resource Minister Prithvi Majhi in his reply accepted this claim by saying that “the government would take up the matter of providing prior warning before release of excess water with the NEEPCO authorities.”  From the above experiences of flood in Kopili River, it is clear that after the construction of the Kopili HEP (Hydroelectric Project) flood ferocity had increased in the downstream. In such situation construction of another dam in the immediate downstream of previous dam can worsen the flood scenario.

Besides, The Kopili reservoir of the Khandong dam is located at 82.5 km downstream from the origin of Kopili River. A major tributary Myntang with 512 sq kmcatchment joins Kopili at 86 km from origin[2]. This is one of the tributaries in the upstream of proposed Longku dam site. In rainy season excess of rains in the catchment of these streams can also lead to spillovers in the proposed dam itself. The PFR does not look into the cumulative impact of the operation of the two dams on the downstream riverine area.

Spillway Capacity Inadequate at Lower Kopili HEP: As per the PFR, the design spillway capacity of the proposed Lower Kopili project with catchment of 2106 sq km is 16110 cumecs. Compare this with the spillway capacity of the upstream Khandong dam on the same Kopili river with catchment area of 1256 sq km being 15471.3 cumecs. It is clear that the design spillway capacity of the proposed Lower Kopili Project is inadequate.

Acid Contamination due to Opencast Mining threatens Viability of Lower Kopili: In the item 9.9 of the Form-I it has been mentioned that the acidic mine discharge in the upper reaches of the Kopili catchment is posing serious threats to the existing Kopili HEP. The PFR states “The identified acid mine discharge has been reported to cause constant erosion/ corrosion of critical hydropower equipments leading to frequent outages of the power plants under Kopili HEP.” The minutes of 9th TCC (Technical Coordination Committee) & 9th North East Region Power Committee Meetings held on 11-12th August, 2010, stated “The Kopili HE Plant has faced an extraordinary and unprecedented situation owing to acidic nature of the reservoir water. Prima facie, the acidification of the reservoir water is caused due to unscientific coal mining in the catchment area as revealed by study through GSI, NER, Shillong. The increased wear and tear on the underwater metal parts of the Plant due to corrosive action of the acidic water has led to the increase in the number of breakdowns.” The minutes also mentioned “It is pertinent to mention here that, although massive repairing work has been carried out by NEEPCO as temporary measures; an integrated, interdisciplinary approach for preventing / tackling acidification at source must be opted for survival of the Plant.” The acidic contamination due to open cast mining is such that no living organisms could be found in the downstream of Kopili river up to Kheroni.[3] The situation is quite alarming as the PH value of the water has come down from 5.5 to 3.2 due to acidic contamination which is unfit for human consumption. State Power Minster was very much aware of the situation and expressing concerns over this he had asked the center to take up this issue with Meghalaya.[4] The PFR should have given detailed account of implication of this on the proposed Lower Kopili HEP and further downstream, but has not done that.

PFR overlooks Kopili Fault Line: The PFR of the proposed Lower Kopili HEP does not mention about the Kopili fault line[5]. In recent studies done in the Kopili river basin it has been found that the Kopili fault extends  from  western  part  of  Manipur  up  to  the  tri-junction  of  Bhutan,  Arunachal Pradesh  and Assam, covers  a  distance  of about  400 km. During the last 140 years, the Kopili fault has experienced 2 earthquakes of magnitude greater than 7 in R.S., three of magnitude 6 to 7 in R.S. and several of magnitude 4.5 to 6 in R.S.[6]   The study concludes that the North East region, more specially the Kopili Fault area is a geologically unstable region, surrounded by faults and lineaments and seduction zones in the east.  But the PFR of Lower Kopili, overlooking this issue states that there are only two minor faults in this area and both of them are much beyond the project area. This clearly wrong and misleading on the part of Lower Kopili PFR.

Besides, some of the EAC statements are not complete and stand in contradiction to each other. The EAC said that as the site specific seismic study had been completed by IIT Roorkee and considered it appropriate for 120 MW project. But it also mentioned “The project specific geo-morphological and neo-tectonic mapping has not been done so far. As the project area falls under the active seismic zone where the Disang-Naga Thrust and Dhauki fault merge which triggers high seismic risk, the proponent is to monitor the MEQ studies by installing a 3-4 seismograph network for a period of one year.” When EAC is aware of these site specific details, allowing an additional big dam in the area will only to increase disaster potential in the area. EAC needs to keep this in mind while considering this new dam.

Issues Tribal Land Relations: In the item 2.1 of the Form 1 the project authorities have stated that the 620 ha that will be submerged due to this project consists of medium to high density vegetation, scrubs open and barren land etc. But Dima Hasao people have expressed their fears of not getting proper rehabilitation.[7] The project seems to ignore this fact in the form 1. There can another reason also for the stating the submerged land as government land because the land holdings may not same as the ‘patta’ lands.[8] Besides, the area which has been considered for the construction of the dam is inhabited by Dimasa people who mainly depended on the system of shifting cultivation.[9] It is to be noted that in shifting cultivation there a cultivator cannot exercise permanent ownership over the land.

Defining ‘Other Forests’: The project as stated in item 1.1 of form 1 will also submerge 65 ha cultivation land. In the same item it is mentioned that an area of 585 ha will be submerged and this area has been mentioned as ‘other forests’. But the Form 1 did not define what this ‘other forests’ are or what they consists.

Impact on the Local People: In a memorandum submitted jointly by the Karbi Students’ Association (KSA), Sominder Kabi Amei (SKA) and Karbi Nimso Chingthur Asong (KNCA), to the State Power Minster Mr. Praduyut Bordoloi, the association demanded first preference in terms of employment should be given to the locally affected people. But the track record of dam building companies is very poor in this regard. The local people did not get promised employment and other benefits the in the Kopili project which came up in 1970s, 1980s and 1990s. On 20th March 2012, the Dimasa Students’ Union, Dimasa Welfare Association, Karbi Students’ Association and Sengia Tularam Club called for a 48 hours Umrangso bandh seeking “60 per cent of technical and non-technical posts in the project should be reserved for the local tribal populace, 100 per cent reservation for local tribal youths for Grade III and Grade IV posts, free electricity for locals, free treatment facilities in NEEPCO-run hospitals and so on.”[10] This is very crucial issues but surprisingly it finds no place in the PFR document.

Why the size of forest area significantly reduced: In the revised Form I and PFR, submitted on 23 August 2013, Section 1.1 mentioned that out of 1577 ha which is the total land required for the project, 552 ha will fall under submergence and 340 ha forest land will  be submerged in the reservoir. But the previous Form I and PFR, submitted on 14th November 2012, stated in the same section that the land falling under submergence and land converted into reservoir area is same i.e. 620 ha. The revised document does not give any rationale for reducing size of submergence area and reservoir area. It is also surprising to note that in the revised document, under the section “Impacts due to damming of river” in page 55, the old figures of submergence has been reiterated – “The  damming  of  river  Kopili  due  to  the  proposed  hydroelectric  project  in  creation  of  620  ha  of submergence  area.” So the new documents submitted in Aug 2013 have serious contradictions.

Issues Need to be Included in EIA report

Since several critical issues were not included in the previously submitted document, we have listed out the following issue which should be included in the Environment Impact Assessment (EIA) study of the proposed Lower Kopili HEP. Without detail analysis of all these issues EIA cannot be considered as complete.

Downstream Impact Assessment:  Downstream impact assessment is a burning problem in Assam. The state has already witnessed huge protests against dams due to lack of proper downstream impact assessment. In case of proposed Lower Kopili HEP, the EIA document should do a proper downstream impact assessment. In order to do a thorough downstream impact assessment, the EIA will have to go beyond the 10 km radius and assess the full downstream area. In case of Lower Kopili, going beyond 10 km downstream becomes all the more significant because major part of the Kopili river basin is in the downstream of the dam. The downstream impact assessment should specifically focus on the impacts of the dam on fisheries and livelihood of the people who are dependent on fisheries, change in character of flood and impacts thereof, change in sedimentation and impacts thereof, change in geomorphological issues, change in groundwater recharge, among others. The EIA should find which section of people will be affected the most by the dam and how to compensate those people.

It has been reported that bank erosion by the Kopili River has increased after the construction of the Kopili dam. The EIA report of Lower Kopili HEP, should do an analysis to find what will be impacts of the new project on river bank erosion.

Impacts Peaking Power Operations: The EIA should do a detail assessment of impacts of peaking power operation during non-monsoon months. Due to peaking power generation in non-monsoon months the river stretch downstream from power house will have very little water for most hours of a day with sudden flows in the river only for a few hours. This flow fluctuation leads to many severe impacts including on aquatic bio-diversity, on safety, on river bed cultivation, on erosion, among others. This has severe socio economic impacts along with issues of safety of the people and their livestock in this stretch of the river. Therefore the EIA should do a detail assessment of impacts of peaking power generation.

Assessment of Optimum Reservoir Operation: The EIA should do an assessment to prepare an optimum reservoir operations plan for the project in order to minimize the downstream impacts if a disaster occurs. It is also highly recommended that the local people should be made a part of the reservoir operations process. Then only the dam authorities can be expected to be more responsible to in reservoir operations.

Impacts of Silt Management operations: The EIA should include detail analysis impact of changing silt flows downstream from desilting chamber, from silt flushing in monsoon, on the downstream areas. The EIA study should give detailed account of how the silt from the dam will be flushed out annually and what will be the impact of this in the downstream. The EIA should also include how the desilting chamber will be operated and what will be its impacts.

Detailed and Thorough Options Assessment: The EIA should do a thorough options assessment for the project. There can be several other cost effective options for power generation in that area and options assessment should look into al those.

Here we can take the case of solar power. A recent example of proposed 1000 MW solar power generation in Rajastan[11] has showed that for 1 MW installed capacity only 2 Ha of land is required and the cost per megawatt installed capacity will be 7.5 crores and electricity will be provided at Rs 6.5 per unit. Another proposed 25 MW solar power project in Assam[12] has similar figures.

At this rate, for a 120 MW (the target capacity of the proposed Lower Kopili HEP) solar power plant, the land required will be 240 ha. But for Lower Kopili HEP the land required is 1557 ha of land out of which nearly 900 ha will be used for the project even if we subtract 680 ha projected to be used for compensatory afforestation. This implies that for 1 MW installed capacity for the proposed dam the land requirement will be about 7.5 ha, about 3.75 times the land required for solar project of same capacity. Besides, the total cost for the Lower Kopili project is expected to be Rs. 1489.64 crores implying cost per MW installed capacity will be Rs. 12.41 crores, compared to Rs 7.5 cr for solar plant. Even if we were to put up 240 MW installed capacity of solar project, it would require 480 ha land, will not have impacts on the river, on people’s livelihoods, on forests, on climate change, and so on.

Increased Costs: It is important to note here that EAC in its 65th meeting in March 2013 discussing this projects had noted “In  comparison  to  other  HEPs  being  examined  recently,  the  cost  per  unit  of installed capacity of this project is almost double!” and this was said when the cost per megawatt installed capacity was Rs. 9.79 crores. Now in the revised document, the cost has gone up further to Rs 12.41 cr, the project proponent need to explain this further escalation from the earlier already high cost.

Groundwater Depletion in Downstream areas: People in the downstream of Kopili dam have reported that there has been depletion of groundwater in the downstream areas of Kopili dam. From a field visit done in the downstream areas of Kopili dam, it was reported that the ground water level at certain areas had reduced to 140 feet. River like Borapani, Kopili and Nisari dry up in the winters affecting the winter cultivations. Besides, wetlands which are known as Beel or Duba locally have disappeared. The reduction in groundwater can also be due to reduced groundwater recharge due to the dam. Impact of the dam on groundwater recharge should be a part of the EIA study.

Impacts of Tunneling and Blasting: The EIA should analyze the impacts of tunneling and blasting as these activities can increase in risk of landslide and disaster in a hilly area. Blasting in hilly area also will have impacts on water and people. These impacts should be thoroughly assessed by the EIA of the proposed project.

Impacts of Mining: The project will require large quantities of sand, coarse and fine granules and boulders. These are likely to be mined from the nearby areas. The EIA should include a study on the impacts of mining on the people as well on the local environment. Mining for the project will be done in the nearby areas and it will have severe impact on people as well as on the river, bio-diversity, hills, flora-fauna and aquatic bio-diversity etc. The study on the impacts of mining should include all these issues.

Impacts of Backwater Effects: The PFR of proposed Lower Kopili HEP states that Maximum Water Level (MWL) of the river is 229.60m where as the FRL of the reservoir is 226.0m. The MWL is thus 3.6m higher than FRL and this will have serious back water effects during the times of monsoon. The EIA must do an assessment of the submergence at MWL level and backwater effect measured at MWL and follow it up with an impacts analysis.

Detailed analysis about the existence of wetlands, watercourses and other water bodies: The revised PFR in page 17 under section ‘Environment Sensitivity’ states that there are no wetlands, watercourses and other waterbodies reported within the 15 km of the project. This statement seems incorrect. The EIA should do a detailed and thorough analysis regarding the existence wetlands, watercourses and other water bodies within 15 km of the project site.

 Impacts of Climate Change: The EIA of the proposed Lower Kopili dam should do a study of  possible impact of the climate change on the dam as well as on the Kopili river. Besides, it should also include the impacts of the dam on adaptation capacity of the local people.

Smaller Size Documents should be Uploaded for Public Dissemination: The EIA and other documents which would be uploaded on the internet should be about the size of 10 MB or less. The Revised Form I and PFR which uploaded on the MoEF website was 114 MB and it was difficult to download such a huge document even in a metropolis. These heavy documents will nearly be impossible to download from a small town or a village. The MoEF should insist from projects proponents that PP should be careful about this and should reduce the size (less than 10MB) documents for uploading from next time.

 

Parag Jyoti Saikia

with inputs from Himanshu Thakkar and Pooja Kotoky

Email – meandering1800@gmail.com

South Asia Network on Dams, Rivers & People (https://sandrp.in/, https://sandrp.wordpress.com/)

[2] Patowary, A., “The Kopili Hydroelectric Project, Downstream People Rise in Struggle” published in “Water Conflicts in Northeast India – A Compendium of Case Studies” edited by Das, Partha J. et. all, 2013

[5] Mahanta,  K. and et all (2012): “Structural Formation & Seismicity of Kopili Fault Region in North-East India and Estimation of Its Crustal Velocity” International Journal of Modern Engineering Research,Vol.2, Issue.6, Nov-Dec. 2012 pp-4699-4702

[6] ibid

[8] It is to be noted that in many of the tribal areas of Assam and India’s north eastern states, the tribal law of land is community of ownership of land and there are no government ‘patta’ system.

CAG Review of Flood Control measures in Bihar: When will Auditors learn about ecology?
Bihar · CAG Report · Floods

CAG Review of Flood Control measures in Bihar: When will Auditors learn about ecology?

SANDRP1 Comment

CAG Review of Flood Control measures in Bihar:

When will the auditors learn about Ecology?

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Recently tabled CAG (Comptroller and Auditor General of India) audit report on Bihar contains a performance review of implementation of flood control measures[i] in this most flood prone state. Most of the rivers in North Bihar originate in the Himalayan range in Nepal and cause floods in downstream Bihar with recurrent frequency. 73 percent of geographical area in Bihar is said to be under the threat of flood every year and 16.5 percent of total flood affected areas of India is located in this state.

On reading this performance review, one gets an idea of how CAG audit teams’ knowledge base on flood issue in Bihar relied heavily on Ganga Flood Control Commission (set up by Government of India in April 1972) recommendations, Bihar Flood Management Rules of 2003, Guide on Flood Management Programmes issued by Govt of India etc. However, the performance audit fails to draw upon the numerous writings by Dinesh Mishra of Barh Mukti Abhiyan (Freedom from Floods campaigns) and others. The performance audit also fails to draw upon the recommendations in the civil society fact finding mission following the massive floods due to Kosi embankment breach at Kusaha in Nepal[ii], Kosi Deluge: the Worst is Still to Come.

So when a performance audit report fails to draw upon the writings from ecologists and environmental historians, what recommendation flows from it? The same that would have flowed from the various official Ganga Flood Control Commission (GFCC) reports: build high dams in Nepal to trap the silt, at Barah Kshetra and on the tributaries of the river Kosi, a reservoir with adequate flood cushion at Noonthore on the Bagmati river, three dams over the river Gandak and a multipurpose reservoir at Chisapani on the river Kamla Balan. It is out of this blind faith in looking at high dams as providing flood control and flood cushion solution that CAG audit raised an audit observation that Bihar had failed to prepare even the Detailed Project Report on these proposed dams. The reply that state flood control department filed in November 2012 stated that a Joint Project Office was established at Biratnagar (Nepal) to study the feasibility of proposal of dam on Bagmati, Kamla Balan and Kosi rivers and the DPR of dam at Barah Kshetra was expected to be prepared by February 2013. The audit could have raised the question about the appropriateness of spending money on such futile exercise.

Misplaced faith in structural solutions Dinesh Mishra responds to this fallacy of the auditors stating, “The CAG report repeats what is told to it by the Govt. of Bihar (GoB) as the long term plan that was proposed for the first time in 1937 and nearly eight decades later the proposal is still under ‘active’ consideration of the two governments. Neither the GoB nor the CAG brings out this fact that there is massive resistance to any dam building in Nepal and more so if it is done by India. That is the reason why it has taken 16 years to work on the DPR so far without getting the same ready for any negotiation.” Dinesh Mishra adds, “There is no talking about seismicity, downstream impacts of large dams and strategic defence of the dam itself. We are not sure whether these structures would ever be built, but it is a carrot dangled before the flood victims of the state as if once the dam is built, all the flood problems of the state will be solved” (emphasis added).

No review of reasons for the Kosi disaster of 2008 Also missing from performance review are references to reasons for massive floods in the year 2008 following the breach in Kosi embankment at Kusaha and the pending recommendations by the still ongoing enquiry committee of Kosi High Level Commission. The audit fails to go indepth into how improper maintanance of the embankment lead to this flood disaster, who were responsible for improper maintanance and what system is needed to ensure such blunders are not repeated in future. The audit could have also gone into the role played by GFCC, Kosi High Level Committee and others in the Aug 2008 Kosi flood disaster. The audit continues to display an understanding that looks at more and more embankments straight jacketing the river, or unproved technological remedies such as Intra Linking of Rivers as potential solutions. Hence it raises questions on the non-completion of DPRs on Intra-linking of rivers and on completion of only 61.47 kms embankment against the target of 1535 kms as envisaged in the 11th Five Year plan.

Need to audit CWC’s flood forecasting performance The audit report does however mention those long term non-structural measures, such as flood plains zoning bill and establishment of flood forecasting units at field levels in upstream Nepal that were also recommended in 2004 by GFCC. The audit scrutiny showed that the state water resource dept had failed to enact flood plain zoning bill as well as in establishing flood forecasting units at field levels in all 16 test checked divisions out of 60 flood control divisions. The Audit should have also looked at the quality and use of flood forecasting by the state government and central agency like the Central Water Commisssion. CWC’s flood forecasting and its role in other aspects of flood management in Bihar also need a performance appraisal urgently. The Role played by Farakka Dam in creating backwater effect in Bihar, thus prolonging the flood duration in Bihar and also increasing the height of floods is another aspect that needs scrutiny.

Non implementation of Flood Plain Zoning Bill The flood plain zoning bill would have provided framework for regulation of development activities with the help of flood management maps. In November 2012, replying to this audit observation, department sought to justify its inaction by arguing that flood plain zoning is “impracticable and hindrance in the pace of development of state”. In the wake up of recent disaster in Uttarakhand, Bihar as well as other states would do well to give up on this misconceived tactic of shooting down any advocacy for environmental regulations by terming it as arresting ‘the pace of development’.

Bihar evaluating detention basin DPRs? The audit also pointed out that the suggestion of creating detention basins, i.e. adapting natural depressions/ swamps and lakes for flood moderation was not implemented by the dept as they had neither identified any sites nor released any funds to any divisions to undertake this work during 2007 to 2012. When this was pointed out by CAG auditors, the dept replied in August 2012 claiming that the DPRs of detention basins was under evaluation and final plans would be prepared by December 2012. However, till February 2013, no further progress on this was communicated by dept.

The audit also observed very serious deficiencies in financial management by the department. During the five year period 2007 to 2012, the dept had failed to utilise 11 to 44 percent of the available funds mainly due to delayed/ non-sanctioning of the schemes, delay in land acquisition, opposition by local people and non-passing of bills by the treasuries. Worse still, audit scrutiny showed that the dept had made 30 allotments amounting to Rs 47.47 crore to divisions on the last day of financial year.

Audit scrutiny of flood protection scheme revealed that the contract management of the dept was deficient as was evident from the cases of non-publicity of tender, allotment of works to ineligible contractor, loss to government owing to undue favour extended to a particular contractor and loss of Rs 103 crore due to non-availing of the benefit of competitive bidding in execution of Bagmati extension scheme. Audit also noticed other deficiencies such as non adherence to flood calendar in 44 percent of test-checked works, infructuous expenditure worth Rs 68.50 crore in four test-checked divisions and excess payment of Rs 6.25 crore in two test-checked divisions. Audit also pointed out that dept had incurred an unfruitful expense of Rs 20.21 crore due to abandoning, closure/ postponement of zamindari bandh in two test-checked divisions.

The office of CAG of India has indulged in lot of talk around the idea of environmental auditing. An International Centre for Environment Audit and Sustainable Development was inaugurated at Jaipur in May 2013 and the office of the CAG of India has held a few consultations on environment auditing in recent past. However, performance reviews such as this one clearly points out the need for CAG auditors to equip themselves better in the realm of understanding the ecological aspects around flood, flood plains and flood management; rather than simply drawing up from the reports in official domain such as Ganga Flood Control Commission etc. Will the newly appointed head of India’s Supreme Audit Institution devote his labour to this urgent tak?

Himanshu Upadhyaya

(Author is a research scholar at Centre for Studies in Science Policies, JNU, New Delhi.)

IWMI report on Glaciers and Snow cover in Himalayas in Changing Climate: Significant Impact on Seasonal flow of the Rivers in India
brahmaputra · Climate Change · Indus

IWMI report on Glaciers and Snow cover in Himalayas in Changing Climate: Significant Impact on Seasonal flow of the Rivers in India

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International Water Management Institute (IWMI) has recently published a study named  Glacier Systems and Seasonal Snow Cover in Six Major Asian River Basins: Hydrological Role under Changing Climate, authored by Oxana S. Savoskul and Vladimir Smakhtin which claims that the hydrological role of the melt-water resources in six major rivers e.g. Indus, Ganges, Brahmaputra, Syr Darya, Amu Darya and Mekong of the Hindukush-Himalayan region (HKH) has been comprehensively assessed for the first time on a basin scale. Reviewing already published studies, this report draws some interesting conclusions regarding the role of glacier and snow meting for six river basins which includes three major rivers basins of India.

The map below shows area of the river basins included in this study. In this report, the term ‘melt-water resources’ has been used to cover glacier systems and seasonal snow cover. This report uses 1961-1990 status of melt-water resources as the baseline and compares with the 2001-2010 using the following characteristics: specific glacier runoff (average depth of annual discharge from glacier-covered area), basin total glacier runoff, shares of renewable and nonrenewable components in glacier runoff, total seasonal surface snowmelt from non-glaciated areas, portion of seasonal snowmelt lost for the recharge of groundwater aquifers, the contribution of glacier runoff and seasonal snowmelt to mean annual flow (MAF).

Map from the report showing the boundaries of the study basins (red line), state borders (light yellow line) and snow-covered high-altitude belts where glaciers are located (white spots
Map from the report showing the boundaries of the study basins (red line), state borders (light yellow line) and snow-covered high-altitude belts where glaciers are located (white spots)

The authors have used Glacier mass budget-based methods and hydrograph separation techniques which they stated as suitable for basin-scale assessments instead of the temperature-index methods. They say that application of these two methods in semi-distributed models can give the highest currently possible accuracy of +30%. The authors opine that many of the studies done previously had confused between the ‘snowmelt’ and ‘glacier-melt’ because these studies have not dealt with terminologies and methodologies in detail. The report states that there is a scarcity of glacier runoff estimates in peer-reviewed papers, “An analysis of publications on modeling runoff from large- and medium-scale glaciated catchments….. indicates that not many of these dealt with modeling glacier runoff per se. Even fewer report their evaluations of glacier runoff separately from snowmelt, if at all.”

For the three of the six river basins studies and which flow through India, i.e. Indus, Ganges and Brahmaputra the total annual glacier runoff for the period of 1961-1990 was 41 km3,16 km3 and 17 km3 respectively. But in the recent periods of 2001-2010, total glacier runoff was reduced to 36 km3, 15 km3 and 16 km3 respectively for the three basins, see Table 1 for details.

It is clear from the table that while Indus and Brahmaputra basins have similar percentage of  area under glaciers and snowmelt, the reduction in the glacier and snow cover area are more pronounced in Indus basin. Besides, in all the three basins the reduction in glacier area is more pronounced that the snow cover area. However, the contribution of glacier melt and also snow melt to run-off is much higher in Indus basin compared to Brahmaputra basin, showing the greater role of precipitation in Brahmaputra basin. Within the Indus basin even though seasonal snow covers 28% of the total area, much than the 2.6% occupied by glaciers during 1961-90, the contribution of two sources to Mean Annual Flow is almost same. But a question arises, has the contribution of glacier melt to the runoff increased in any of the basins in the recent decade? The answer is surprisingly, no.

Table 1: Recent changes in the glaciers and seasonal snow and their contributions to MAF

Basin Part of basin area(%) covered by Contribution to MAF (%)
Glaciers Seasonal Snow Glacier runoff Seasonal Snowmelt

1961-1990

INDUS

2.6

 28 18

19
GANGES

1.2

 6 4

2

BRAHMAPUTRA

 2.7 27 2

2

2001 -2010

INDUS

 1.8 25 15 16
GANGES

0.9

 6 3

1

BRAHMAPUTRA

 2.2 26 2

2

For the Ganges basin, the report says that heavy summer precipitation almost solely determines MAF volume for the basin. Maximum seasonal snow area in the Ganges basin makes just 6% of the entire basin area. Similar situation were reported for the Brahmaputra basin, where the lower parts of the basin i.e.  Southeastern Tibet and Eastern Himalayas where nearly 75% of the basin’s glaciers are located, witness heavy summer monsoon rains. Regarding Indus basin the report says, “Precipitation in the IndusBasin is more evenly distributed between the seasons, but is highly variable spatially – similar to Brahmaputra and Amu Darya, where annual precipitation in some catchments is tenfold (3,000 mm) of that in the other glacier-covered parts of the basin (300 mm).”

Reviewing already published documents the report states “it appears that the research in High Asia is concerned much more with CC impacts than with objects of the impact. Yet, understanding of the expected basin-scale changes in glacier runoff in response to climate change remains largely unclear.”

The report does an analysis of assessments done on impact of climate change on water availability in Himalayas and concludes that many assessments rely on poorly verified sources. The report refers to the statement made by Cruz et al. (2007) “The current trends of glacier-melts suggest that the Ganga, Indus, Brahmaputra and other rivers that criss-cross the northern Indian plain could likely become seasonal rivers in the near future as a consequence of climate change…,” This statement was admitted as a typing error after publication but even then this has been reiterated as an apocalyptic vision in NGO reports.

Using the Table 2 given below, the report states that glacier contribution is a minor item in the annual river water budgets in the Ganges and Brahmaputra basins. The report says “The impact of climate change was found to be more prominent on seasonal rather than annual water availability.” It is clear from the table that, in the recent decades non-renewable component in all three basins have gone up while renewable and total volume of water from glacier melt have come down. It is also noteworthy that, even though Brahmaputra basin has more area under glacier cover than the Ganges basin (see Table 1), the volume of water from non renewable glacier flow was more in both periods in the Ganges basin. Besides, the percentage of increase in nonrenewable glacier runoff components during 2001-10 is highest among all three basins, signifying that glaciers are melting fastest in Ganga basin.

Table 2: Contribution of renewable and non-renewable components to glacial runoff

Basin Glacier runoff components Total Glacier runoff (km3) Total Glacier runoff contribution to MAF (%)
Renewable (km3) Nonrenewable (km3)

1961-1990
INDUS

33.0

 8.14 41.2

18
GANGES

11.0

 4.74 15.7

4
BRAHMAPUTRA

12.7

 4.29 17.0

2

2001 -2010
INDUS

24.5

 11.62 36.1

15
GANGES

8.1

 6.95 15.0

3
BRAHMAPUTRA

10.6

 5.05 15.7

2

The reports also states, “Glaciers and seasonal snow in CC-impact assessments should be perceived as natural water reservoirs with gradually diminishing storage and flow regulation capacity, both on intra-annual and inter-annual scale. Potential changes of precipitation regime coupled with effects of temperature rise on evapo-transpiration will impact future hydrological regimes of the major rivers much more significantly, affecting both MAF and flow seasonality.”

The authors of this report clear some fog around climate change and Himalayan glacier system and snow-melt. One lacuna of the report is that even though the report discusses glacier run-off it makes no mentions of glacier lakes and glacier lakes induced floods. There are several incidents of glacier lake induced floods happening in the basins discussed. There is evidence to show that in the recent flood devastation in Uttarakhand in India glacial lakes played significant role.

Parag Jyoti Saikia

with inputs from Himanshu Thakkar

South Asia Network on Dams, Rivers and People (www.sandrp.in)

People’s Advocacy for Protecting Ponds and Lakes in Bihar
Bihar

People’s Advocacy for Protecting Ponds and Lakes in Bihar

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 MITHILA (North Bihar) can be called a land of ponds. There are 9115 ponds in 1269 villages of Darbhanga district. Area of pond varies from about 1 acre (0.3 hectare) to 150 acres (60 hectares). Some of them are 500 to 1000 years old. The excavation of a pond was considered as a very pious act. After excavation of a pond, it is dedicated (UTSARGA) by its excavator to all living beings (human, cattle, bird, insect and species which survive in water) for their survival and need of water.

14. pond bund as a shelter for wild animals

This way, community has an age old tradition of customary rights over a pond for irrigating agricultural land; to use water for bathing, washing and cooking purpose; and water for bathing & drinking their cattle. Besides, these ponds help in recharging ground water; about 70 to 80 varieties of birds survive on small fishes and insects provided by these.

15. Pond bund for shelter for bird and wild animals

Moreover, the ponds in Mithila provide nutritional food in the forms of fish, snail, crabs to people and livelihood to weaker section/fish farmers; pond bund covered with trees, grasses and bush/shrub/herbs become a natural shelter/forest-belt for wild animals in rural areas. In fact, many ponds are a centre of religious and cultural festivals of all castes and sects.

10. Popular Religious Festival called Chhatha Pooja at Harahi Pond (1)

They also play a vital role in mitigation of flood and drought, and in harvesting of rain and river water.

13. Pond Bund & Bird shelter

In spite of several laws and judicial orders for protection of ponds, their very existence is in danger. Hundreds of ponds have been leveled to the ground and illegally sold by land mafia.  Pond bund, slope of pond bund to water bed, and inlet & outlet of pond have been illegally sold/occupied or encroached for construction of houses, shops, schools, hospitals and commercial complex by greedy, criminals and influential persons. People’s right to the ponds is denied and prevented by land/pond mafia. Sewage, garbage and medical garbage are routed to ponds, which is polluting its water to dangerous level.

12. Pond Bund as a Forest Belt

 With this background, Mithila Gram Vikas Parishad (MGVP) has started an initiative for protecting Mithila’s and Bihar’s Ponds through Advocacy and an extensive awareness-raising campaign:

— to protect community’s traditional right to the ponds and safe water.

— to protect livelihood, pond’s diversity and ecosystem including water security .

— to influence policy makers & planners to set up a ‘Bihar Pond Development Authority’ with clear

     defined responsibility to protect & conserve the ponds with local participation

—to prevent encroachment and illegal building construction over pond’s area, and health

    hazards due to dangerous pollution of pond water.

—to prepare Technical Guidelines, based on community practices and traditional wisdom of pond conservation, for protection, reclamation and conservation of ponds in Bihar, in consultation with environmentalist  & experts.

6. Ganga Sagar Scene of Encroachment

Contact Details of MGVP:

 MITHILA GRAM VIKAS PARISHAD, Professor Colony, West of Dighi Pond, Darbhanga,  Bihar, India, PIN: 846004,        

Contact Person: Narayan Jee, Email: mgvp4water@gmail.com,  Phone:06272-254085, Mob: 9955344811

Also see Dr. Sudhirendar Sharma’s article on this: http://www.thehindu.com/news/national/other-states/ponds-in-distress/article4960246.ece

Brahmaputra – The Beautiful River or The Battleground?
Arunachal Pradesh · Assam · brahmaputra

Brahmaputra – The Beautiful River or The Battleground?

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Capture 3

The Brahmaputra River, geologically is the youngest among the major rivers in the world yet it is known as a moving ocean. The river Brahmaputra travels 2880 km from its origin in the young Himalayan range through the Tibet and India and finally merges with the sea in Bangladesh by opening its streams like the roots of a large Banyan tree. While traversing through India the river is astonishingly wide at some areas. In Upper Assam near Dibrugarh the river is 16 km wide where as in lower Assam at Pandu, near Guwahati the river is 1.2 km wide but in the immediate downstream it is nearly 18 km wide. Brahmaputra which is mainly a glacier fed river has also the distinction of being the river with highest sediment yield 852.4 t/km2/y in the world and second highest water yield at delta, next only to Amazon.[1]

Origin and Path

The BrahmaputraRiver originates in the Chemayungdung mountain ranges which nearly sixty miles south-east of Mansarovar lake in the MountKailash range in Southern Tibet at an elevation of 5300 m.A spring called Tamchok Khambab spills from the glaciers which later gather breath and volume to become the Tsangpo, the highest river in world.

A Buddhist shrine called a stupa overlooks the Brahmaputra River in southern Tibet. Source: http://kids.britannica.com/comptons/art-67000/A-Buddhist-shrine-called-a-stupa-overlooks-the-Brahmaputra-River
A Buddhist shrine called a stupa overlooks the Brahmaputra River in southern Tibet.
Source: http://kids.britannica.com/comptons/art-67000/A-Buddhist-shrine-called-a-stupa-overlooks-the-Brahmaputra-River

Out of its total length of 2,880 km the Brahmaputra covers a major part of its journey in Tibet as Tsangpo. Tsangpo or the BrahmaputraRiver flows 1625 km in Tibet parallel to the main range of Himalayas before entering India through Arunachal Pradesh.

Apart from the name Tsangpo, the Brahmaputra is also known by its Chinese name, Yarlung Zangbo in Tibet.  There are several tributaries of Tsangpo in Tibet. According to Encyclopedia Britannica,  Raka Zangbo (Raka Tsangpo), Lhasa (Kyi) and Nyang Qu (Gyamda) are prominent north bank tributaries where as Nyang Qu (Nyang Chu) is a tributary on the south bank. The Raka Zangbo (Raka Tsangpo) joins Tsangpo in the west of Xigazê (Shigatse) and Nyang Qu (Gyamda) River joins the river from the north at Zela (Tsela Dzong). The Lhasa (Kyi) river flows past the Tibetan capital of Lhasa and joins the Tsangpo at Qüxü.  The right bank tributary Nyang Qu (Nyang Chu) meets the Tsangpo at Xigazê.

Before entering India, the river passes Pi (Pe) in Tibet and suddenly turns to the north and northeast and cuts a course through a succession of great narrow gorges between the mountain Gyala Peri and Namjabarwa (Namcha Barwa) in a series of rapids and cascades.

The Great Bend of Tsangpo where China planning to build world’s biggest hydropower project Source: http://greenbuzzz.net/nature/the-biggest-canyons-in-the-world/
The Great Bend of Tsangpo where China planning to build world’s biggest hydropower project
Source: http://greenbuzzz.net/nature/the-biggest-canyons-in-the-world/

The river then turns south and southwest and flows through a deep gorge across the eastern extremity of the Himalayas with canyon walls that extends upward for 16,500 feet (5,000 meters) and more on each side. This is the celebrated great bend where China has plans to build the world’s biggest hydropower project of 40 000 MW capacity and also divert water from here to the North China, though China is currently denying any such plans.

Siang River Source: https://www.facebook.com/lovely.arunachal/media_set?set=a.117543018322855.21150.100002014725686&type=3
Siang River
Source: https://www.facebook.com/lovely.arunachal/media

The river enters Arunachal Pradesh near Gelling where it is known as the Siang or Dihang. The total length of Siang River is 294.5 km till its point  of confluence  with Dibang and Lohit River. The elevation of Siang river catchment area ranges from 90 m to around 5800 m. In India the total catchment of Siang river up to its confluence with Dibang is 14965.30 sq km.[2]

The SiangRiver meets two other major tributaries of Brahmaputra, Dibang and Lohit in the west of Sadiya, at a place named Kobo. From this confluence point, the river is known as the Brahmaputra till it enters Bangladesh. In India the journey of the river Brahmaputra is 918 km long.

A recent study has shown that Kobo used to be confluence point in 1915.  By 1975 the confluence shifted to a place called Laikaghat which is 16 km downstream of the earlier point of confluence. In 2005 through satellite images it was observed that the confluence point has shifted “19 km farther downstream”.[3]

The river crosses Assam below Dhubri and enters Bangladesh where the river is known as Jamuna and it flows for 337 km. Regarding Brahmaputra’s role in Bangladesh a study writes “The Jamuna is the local name given to the river for its entire length in Bangladesh to the Ganges junction.

Jamuna River in Bangladesh Source: http://www.trekearth.com/gallery/Asia/India/North/Uttar_Pradesh/Agra/photo322311.htm
Jamuna River in Bangladesh
Source: http://www.trekearth.com/gallery/Asia/India/North/Uttar_Pradesh/Agra/photo322311.htm

The Brahmaputra-Jamuna has one principal tributary input, the TeestaRiver in the north-west, and two major offtakes on the left bank that are the Old Brahmaputra and the Dhaleswari. The Brahmaputra/Jamuna River contributes ~51% of the water discharge and 38% of the sediment yield to the Padma (Schumm and Winkley, 1994), with the sediment yield being estimated at 590 MT/ yr and the sand fraction contributing 34% of this total (Sarker, 1996).”[4] The Jamuna joins the Ganges at Goalundo Ghat and from here the combined flows of these two mighty rivers are known as Padma which joins Meghna in the downstream. The united stream thereafter known as the Meghna and with this name the river Brahmaputra ends its journey, entering the Bay of Bengal.

Bhutan forms an integral part of the Brahmaputra river basin even though it does not come in the path of the river. In our subsequent blogs we will bring a detail account of Bhutan’s role in Brahmaputra river basin.

 The Brahmaputra River Basin

The Brahmaputra river is an international river and its river basin is spread over four countries Bhutan, Tibet , India and Bangladesh with a total basin area of 5,80,000 sq. km. Out of this total catchment area 50.5% lies in Tibet, 33.6% in India, 8.1% in Bangladesh and 7.8% in Bhutan. For geologist and environmentalist the Brahmaputra is a very unique river because “drains such diverse environments as the cold dry plateau of Tibet, the rain-drenched Himalayan slopes, the landlocked alluvial plains of Assam and the vast deltaic lowlands of Bangladesh.”[5]

Map of Brahmaputra Basin from its origin to its confluence Source: http://en.wikipedia.org/wiki/Brahmaputra_River
Map of Brahmaputra Basin from its origin to its confluence Source: http://en.wikipedia.org/wiki/Brahmaputra_River

In India the total basin area of BrahmaputraRiver is 197 316 sq. km. which 5.9% of the total geographic area of the country. In India the river is spread over states of Arunachal Pradesh, Assam, West Bengal, Meghalaya, Nagaland and Sikkim.

In India state-wise the drainage area of the BrahmaputraRiver is as follows:

State

Drainage area (sq. km)

% of state area in Brahmaputra basin
Arunachal Pradesh 83 740 100%
Assam 71 216 90.79%
West Bengal 12 585 14.18%
Meghalaya 11 780 52.52%
Nagaland 10 895 65.71%
Sikkim 7 100 100%
Total 197 316 —

Source: ‘Intregrated Water Resource Development: A Plan for Action’, MoWR, Govt. of India, September, 1999

The Arunachal Pradesh and Nagaland portion of the Brahmaputra river basin is mainly covered by mountain ranges and narrow valleys. Meghalaya part of the basin is majorly covered by hills where as Assam and West Bengal are mostly plain areas.

Politically in India the basin is spread over 22 parliamentary constituencies (2009) comprising 12 in Assam, 4 in West Bengal, 2 in Arunachal Pradesh, 2 in Meghalaya, 1 in Sikkim and 1 in Nagaland.

Projected Water Use for Diverse Purposes in the Brahmaputra Basin

Catchment Area 197 316 km2
Population (1991 census) 29.1 million
Surface-Water Potential (Av Annual) 629 km3/year
Utilisable Surface Water 24 km3/year
Total Replenishable Ground Water (Av. Annual) 26.55 km3/year
Natural Groundwater Recharge from Rainfall 25.72 km3/year
Estimated Utilisable Flow excluding Ground Water 21 km3/year

Source: ‘Integrated Water Resource Development: A Plan for Action’, MoWR, Govt. of India, September, 1999

Tributaries of Brahmaputra

Sub-basin map of Siang River Source: Environment Assessment Report Siang Basin In Arunachal Pradesh, Interim Report June 2012
Sub-basin map of Siang River
Source: Environment Assessment Report Siang Basin In Arunachal Pradesh, Interim Report June 2012

Studies have stated that the Brahmaputra river in its entire course receive water from a large number of tributaries. A study called “Study of Brahmaputra River Erosion and Its Control” done by IIT Roorkee[6] stated “the Brahmaputra receives as many as 22 major tributaries in Tibet, 33 in India and three in Bangladesh.” However this study did not mention anything about the river in Arunachal. We have already mentioned about the few of the tributaries Tibet. In Arunachal the major tributaries of Siang River are Ringong Asi, Yang Sang Chhu, Sigong/ Sirapateng, Niyikgong, Angong, Simang, Yamne, Siyom, Yargyap, Hirit Korong.[7]

In the course of journey through Assam from east to west, some of the important tributaries of the BrahmaputraRiver which join the river on the north bank are Lohit, Dibang, Subansiri, Jiabharali, Barnadi, Puthimari, Pagladia, Beki, Manas, Ai, Gabhoru, Chompawati, Sankosh, Raidhak, Torsa, Teesta etc. Burhidihing, Desang, Dikhow, Jamji, Bhogdoi, Kakdonga, Dhansiri, Kopili, Kolong, Sonai, Digaru, Bharalu, Krishnai, Dudhnoi are the major tributaries on the left bank. The actual number of rivers and rivulets which joins the mighty river is much larger than this list. In subsequent blogs we will try to go into details of some of the tributaries of the river Brahmaputra.

Hydrology of Brahmaputra

For the river Brahmaputra the average annual flow (water discharge) throughout Assam vary from 8500 to 17000 cubic meters per second. At Pandu Ghat near SaraighatBridge the average annual floods recorded was 16,000 cubic meters per second. During floods water discharge reaches its peak and the yearly average peak flow recorded was approximately 51,000 cubic meters per second.[8] At its mouth in Bangladesh, the average annual discharge of the river is 19,830 cubic meters per second. This is the fourth highest average annual discharge in the world. For the river Brahmaputra the highest daily discharge was recorded in August 1962 at Pandu which was 72,726 cubic meters per second. The lowest daily discharge at the same place was 1757 cubic meters per second in February 1968.[9]

Satellite image of the river Brahmaputra (2008) just downstream of Guwahati city indicating intense braiding. width of the river at pandu is 1.2 km but donstream is about 18km. Source: ‘Riverbank erosion: a perspective” a presentation by Dr. Bipul Talukdar, Assam Engineering College
Satellite image of the river Brahmaputra (2008) just downstream of Guwahati city indicating intense braiding
Source: ‘Riverbank erosion: a perspective” presentation by Dr. Bipul Talukdar, Assam Engineering College

Though the Brahmaputra has been described as a braided river, recent studies have shown that the river does not fit into the conventional definition of braided river. A recent study states “In the study reach of the upper Assam area, the Brahmaputra appears to be a multichannel and multi-pattern river that has a tendency to very frequently generate ananabranching[10] (Latrubesse, 2008) pattern in decadal scale.” [11]

The Brahmaputra has been widening its (riverbed) size continuously from the last century. Reports from Water Resource Department showed that in Assam the river Brahmaputra was spread over for 4000 sq km in 1920 but in 2008 this has increased to 6000 sq km.[12]

The Brahmaputra along with several of its major tributaries like Subansiri, Jia Bharali, Manas had very high water yields[13]  which are higher than most of the major rivers in the world. The reason behind such high water yield for Dr. D.C. Goswami, one of the renowned environmental scientist from Assam is “High monsoon rainfall in the upper catchments and their steep gradients are considered to be the major factors responsible for the high rates of unit discharge which in turn help generate the high sediment yield from the basin and contribute significantly towards causing drainage congestion in the valley.”[14]

Seismicity and Brahmaputra Basin

The Brahmaputra river basin and its adjoining hill ranges are seismically very unstable because it is located in the Eurasian (Chinese) and Indian tectonic plates. The most severe earthquakes with Richter magnitude 8.7 was recorded twice in the valley, in 1897 and 1950. The latter one particularly had severe impacts on the river Brahmaputra. As a result of this earthquake river bed was raised at least by three meters at Dibrugarh which had increased the flood and erosion intensity of the river. In the opinion of geomorphologists “the region’s active seismicity has a significant impact on the hydro-geomorphic regime of the Brahmaputra system of rivers, causing landslides that result in the natural damming of rivers, flash floods due to the bursting of landslide-induced temporary dams, raising of riverbeds by siltation, fissuring and sand venting, elevation of existing river and lake bottoms and margins, creation of new water bodies and waterfalls due to faulting.”[15]

Climate Regime

The Brahmaputra in its path from snow covered mountains of Himalaya to the deltaic flood plains of Bangladesh covers different climatic regimes. The mean annual rainfall in the Brahmaputra basin excluding the Tibetan portion is 2300 mm.  The distribution of rainfall is different at different parts of the basin. In the southern slopes of Himalaya the rainfall is over 6000 mm but in parts of Nagaland this is 1200 mm. The monsoon rainfall (June to September) contribute 60-70% to the annual rainfall of the basin.[16]

In this basin, areas which are above or equal to the elevation of 1500 m experience snowfall. In the Indian part of Brahmaputra basin there are 610 glaciers which covers an area of 928.91 sq km and the volume of these glaciers are 49.57 cubic km. Out of these 449 glaciers are in Teesta basin and 161 glaciers are in Arunachal.[17]  In the Brahmaputra basin, Himalayan snow and glacial melt waters play a very significant role in water availability and climate change will have severe impacts on this. Climate change will also impact the rainfall and snowfall pattern in the Brahmaputra basin. This issue needs more serious attention and we will come up with more detailed blogs on this.

Bio-Diversity in the Brahmaputra Basin

The Lohit flooplains, immediately dowsntream of Lower Demwe HEP, constitute an Important Bird Area as per international criteria and is also a potential Ramsar site Photo: Neeraj Vagholikar
The Lohit flooplains, immediately dowsntream of Lower Demwe HEP, constitute an Important Bird Area as per international criteria and is also a potential Ramsar site
Photo: Neeraj Vagholikar

The Brahmaputra river basin hosts very rich and unique bio-diversity. The whole of northeastern region is a globally recognized bio-diversity hot spot.  In the Indian territory the total forest cover of the Brahmaputra basin is 1,14,894 sq. km. which is 54% of the total basin area. In the distribution of forest cover among 6 states in Brahmaputra basin, Arunachal Pradesh tops the list with 82.8% forest cover but it is sad that the highest number of hydro-electric dams are planned in this state inviting disastrous impacts for the biodiversity, forests, people and environment. The tally of rest of the five states is as follows – Nagaland (68.9%), Meghalaya (63.5%), Sikkim (38.1%), West Bengal (21.4 %) and Assam (20.6 %).

Besides, the aquatic bio-diversity of the Brahmaputra and its tributaries is also very rich. Here we should also take the case of ‘beel’ or wetlands in the Brahmaputra flood plains which according to experts work as ”ecotonal zones” and ”play an important role in the dynamics of the Brahmaputra ecosystem, as these are natural feeding and breeding grounds for a number of fish species and other aquatic fauna.”[18]

Flood and Erosion

Brahmaputra river basin is known to be very prone to flood and erosion and these two hazards have led to many problems in the basin. In India, out of the eight northeastern states, Assam faces the most severe brunt of flood and erosion. Both flood erosion has been severely affecting the economy as well political, social and cultural milieu of Assam.

Experts opine that natural as well anthropogenic factors lead to devastating floods in northeastern region. “The unique geo-environmental  setting of the region vis-à-vis the eastern Himalayas, the highly potent monsoon regime, weak geological formation, active seismicity, accelerated erosion, rapid channel  aggradations, massive deforestation, intense land use pressure and high population growth especially in the floodplain belt, and ad hoc type temporary flood control measures are some of the dominant factors that cause and/or intensify floods in the Brahmaputra and the Barak basins (Goswami, 1998).”[19] The Brahmaputra river basin is also prone to flash floods and some of the worst flash floods have occurred in the valley in the new millennium.

Along with floods, erosion is also threatening the lives of the people in the state of Assam as it leads to permanent loss of land.  Here we can take the case of the river island Majuli, which had been one of the worst sufferers of the erosion done by Brahmaputra. In 1853 the total area of Majuli was 1129 sq km but it has now reduced to 3.55 sq km.[20]

Ilish fishing, Dauladia, Bangladesh, 2001 Source: http://www.npr.org/blogs/pictureshow/2011/11/14/142219164/capturing-the-unseen-side-of-bangladesh
Ilish fishing, Dauladia, Bangladesh, 2001
Source: http://www.npr.org/blogs/pictureshow/2011/11/14/142219164/capturing-the-unseen-side-of-bangladesh

In Bangladesh the Brahmaputra river which known as Jamuna is also infamous for severe floods and erosion. The river carries huge water and sediment discharge in this deltaic region. Because of its geographical setting, Bangladesh is very much dependent on its river for fertile fields and diverse flora and aqua culture but rivers also brings several hazards in the form of floods and erosion. Bangladesh has witnessed severe annual floods but the floods in 1987, 1988, 1998 and 2004 were the most severe ones in recent decades. But studies have shown that, “The people of Bangladesh have adapted their lifestyle for centuries to live with river flooding – frequently moving their temporary bank-side homes, planting on newly emergent river bars, and sometimes raising their homesteads above water level in flood periods (Paul, 1997). However, a growing population, coupled with the expansion of infrastructure and economic development, has resulted in an increase in the intensity of flood damage (FPCO, 1995; Paul, 1997; CPD, 2004). The lives of many millions of Bangladeshi citizens is thus reliant on these rivers, with up to 600,000 people living on the riverine islands and bars alone (Sarker et al., 2003).”[21]

In order to protect people from the fury of floods and erosion the main measure taken in India as well in Bangladesh is the construction of embankments. In Assam the total length of embankment is 4,473.83 km constructed on a total of 130 small and big rivers. But recent reports say that out this, 3376 km embankments are in a vulnerable condition and need immediate strengthening and repair.[22] As a deltaic region Bangladesh too has put its thrust on increasing length of embankments. In 1989 Bangladesh launched an elaborate flood control programme through construction of embankments which was named as ‘Flood Action Plan’. But this plan was vehemently criticized both at national and international level.

Protest against big dams – KMSS (Krishak Mukti Sangram Samiti) members protesting in Pandu Ghat in Guwahati against the ship carrying the turbines for the Lower Subansiri project. Source: http://peakwater.org/wp-content/uploads/2011/07/Lower-Subansiri-turbines-protest.preview.jpg
Protest against big dams – KMSS (Krishak Mukti Sangram Samiti) members protesting in Pandu Ghat in Guwahati against the ship carrying the turbines for the Lower Subansiri project.
Source: http://peakwater.org/wp-content/uploads/2011/07/Lower-Subansiri-turbines-protest.preview.jpg

In order to control the floods in Brahmaputra valley one of the proposed solution is construction of multi-purpose dams. In fact flood control was one of the pretexts for hydro-development in the northeastern region. But the idea that multipurpose dams can lead to flood control along with hydro-power generation is actually contradictory and unviable as seen from experience of such projects. Studies done on some of the biggest multi-purpose river valley projects of independent India, e.g. ‘Unravelling Bhakra’ by Shripad Dharmadhikary, ‘Drown and Dammed’ done on Hirakud by Prof Rohan D’Souza, “One Valley and a Thousand: Dams, Nationalism, and Development, Studies in Social Ecology & Environmental History” on Damodar Valley dams by Daniel Klingensmith have shown how unviable this proposition is. A number of these dams have actually created avoidable flood disasters in the downstream areas due to wrong operation of the dams[23]. In case of the mightly Brahmaputra river, this is likely to prove even greater disastrous considering its characteristics described above.

Today Brahmaputra valley is witnessing severe opposition against hydro-power dams.  The struggle against the Lower Subansiri hydro-electric project can be regarded as milestone. In the Brahmaputra valley the hydropower projects have been opposed also because of the impacts which it will going to have in the downstream as well as on the biodiversity, seismicity, society and culture of one of the most ecological sensitive areas. .

Institutional Mechanism over Brahmaputra in India

The Brahmaputra Board is the foremost body on Brahmaputra established by Government of India under an Act of Parliament i.e. The Brahmaputra Board Act, 1980 (46 of 1980) under the Ministry of Irrigation which now renamed as Ministry of Water Resources. The main task entrusted on Brahmaputra Board is ‘planning and integrated implementation of measures for the control of floods and bank erosion in the BrahmaputraValley and for matters connected therewith.’ Both Brahmaputra and Barak valleys are under the jurisdiction of Brahmaputra Board. Even though this independent board was established to better manage the flood and erosion problem of the two river basins, but its activities have come under severe public criticism. Besides Brahmaputra Board, the State Water Resource Department and Central Water Commission also looks after water issues in the river basin. Recently international funding agency Asian Development Bank (ADB) has come to be associated with flood and erosion control in the Assam but from the experiences of Bangladesh, the advent such agencies must be dealt with precaution.

Brahmaputra Valley as the Point of Confluence for People and Cultures

The Brahmaputra is a dynamic river whose dynamism is not only limited to its physical characters or features of the river, but immersed in social, political, economic and cultural aspects. The Brahmaputra valley has been the space of assimilation for people from different races and the one can find large variety of languages and dialects being spoken in this valley. The northeastern region falls under the Brahmaputra and Barak River basin[24] which is home for more than 166 separate tribes, 160 scheduled tribes and over 400 other tribal and sub-tribal communities and groups, speaking a wide range of languages (Climate Change in India: A 4×4 Assessment, 2010). The northeastern region can also be considered as an ‘ethnological transition zone’ between India and the neighbouring countries of Bhutan, Tibet, Burma and Bangladesh. In this region one can find 220 languages belonging to three language families – Indo-Aryan, Sino-Tibetan and Austric.[25]

Relevance of Brahmaputra for Assam

For Assam, the state located at the center of the northeastern region, the river Brahmaputra paves its way through this state like the lifeline of the state. The river ‘Brahmaputra’ literally means ‘Son of Brahma’. It is also one of the few rivers in India which is regarded as a ‘male’ river. There are several myths and legends about the Brahmaputra’s origin and we will bring those together in our coming blogs.

Bogibeel, the fourth bridge on Brahmaputra is under construction between Dhemaji and Dibrugarh district. Photo – Parag Jyoti Saikia
Bogibeel, the fourth bridge on Brahmaputra is under construction between Dhemaji and Dibrugarh district. Photo – Parag Jyoti Saikia

In Assam Brahmaputra River is also known by several other names  i.e. ‘Luit’, ‘Siri Luit’, ‘Bor Luit’ ‘Bor Noi’. For the people of Assam, the Brahmaputra is a symbol of great pride due to its ‘moving ocean’ size but this also ignites fear when it rises to its strength during floods. People of Assam have faced difficult times when the river has come to its full strength. Famous singer Jayanta Hazarika wrote, when he formed ‘Xur bahini’ to gather relief for flood victims “Luitor Bolia baan, toloi koloi nu dhapoli meliso, hir hir sowode kal roop dhori loi kaak nu bare bare khediso (Oh the maddening floods of Luit, where are you heading this time. Whom are you chasing again with frightening sound of your waves)”.

But this river is also the source of strength for the people of Assam. Time and again, they have expressed their unity as ‘Luitporia’ or ‘people from the banks of Luit’. The famous cultural icon of Assam, Jyoti Prasad Agarwala wrote in 1942 during Indian Freedom movement “Luitor parore ami deka lora, moriboloi bhoi nai (we are the youth from the banks of Luit and we don’t have any fear of death)”.  For another legendary cultural icon, Dr. Bhupen Hazarika  who is known as the bard of Brahmaputra, the river’s power of destruction was the source which will awaken the people. In his famous song “Bistirno parore” he asked the river – “Sahasro barishar, unmadonar, avigyotare, pangu manobok sawal songrami aru agrogami kori nutula kiyo (with your maddening experience of thousand monsoons, why don’t you arouse the disabled human beings for struggle and progress)”.

This blog is a small step to document the various aspects of the river Brahmaputra. It is the need of the hour since a flood of dams are proposed to submerge the Brahmaputra valley. Chinese plans of dam construction is not very much in the public domain but the impacts of dam construction of in the upstream Tibet will have severe impacts on the Brahmaputra river. Besides, the bogey of Chinese threat to divert the waters of Siang is used by the Indian government to push for rapid dam construction sidelining all the social, environmental, safety, sustainability, climate change concerns and impacts on the river ecosystem. The government very shamelessly has also put aside all the democratic processes to push for rapid dam construction. Though there is no proposal for a dam on the Brahmaputra in Assam, there are proposals to dam its major upstream tributaries.  This upsurge of dams, if they do get constructed will have huge impacts on the Brahmaputra River which are yet not known due to lack of credible projects specific or cumulative impacts assessment studies. These studies should include issues like  the river ecosystem, river bio-diversity, forests and wildlife, climate change, floods and erosion and economic and socio-cultural impacts. However, we are hopeful that the ongoing struggles against such unjustifiable projects will succeed and all these projects won’t come up. Through a series of blogs we will also try to bring together all these different streams of concerns.

Himanshu Thakkar, Parag Jyoti Saikia

South Asia Network on Dams, Rivers & People (www.sandrp.in)
Email: ht.sandrp@gmail.com, meandering1800@gmail.com

[1] Lahiri, S.K., Sinha, R., Tectonic controls on the morphodynamics of the Brahmaputra River system in the upper As-sam valley, India, Geomorphology (2012)

[2]EnvironmentAssessmentReport  SiangBasin In Arunachal Pradesh, Interim Report June 2012, Prepared for Central Water Commission(CWC

[3] Lahiri, S.K., Sinha, R., Tectonic controls on the morphodynamics of the Brahmaputra River system in the upper As-sam valley, India, Geomorphology (2012)

[5]GoswamiD.C., “Managing the Wealth and Woes of the River Brahmaputra” available at http://www.indianfolklore.org/journals/index.php/Ish/article/view/449/514

[7]EnvironmentAssessmentReport  SiangBasin In Arunachal Pradesh, Interim Report June 2012, Prepared for Central Water Commission(CWC)

[9] Goswami D.C., “Managing the Wealth and Woes of the River Brahmaputra” available at  http://www.indianfolklore.org/journals/index.php/Ish/article/view/449/514

[10] An anabranch is a section of a river or stream that diverts from the main channel or stem of the watercourse and rejoins the main stem downstream.

[11] Lahiri, S.K., Sinha, R., Tectonic controls on the morphodynamics of the Brahmaputra River system in the upper As-sam valley, India, Geomorphology (2012)

[13] Water yield means volume of water drained by unit area of the basin.

[14] “The Brahmaputra River”, India  by D.C. Goswami and P. J. Das in The Ecologist Asia Vol. 11 No 1 January- March 2003

[15] ibid

[16] ibid

[17] “Water Sector Options for India in a Changing Climate” by Himanshu Thakkar, SANDRP, New Delhi, March 2012

[18] ‘Stemming the Flood, Killing Biodiversity’ by Dr. Sanchita Boruah and Dr. S.P. Biswas in The Ecologist Asia Vol. 11 No 1 January- March 2003

[19] Goswami D.C., “Managing the Wealth and Woes of the River Brahmaputra” available at  http://www.indianfolklore.org/journals/index.php/Ish/article/view/449/514

[24]Barak River is located in south Assam and also an international river but smaller than the Brahmaputra.

HydroPower Performance in Indus Basin
Hydropower · Hydropower Performance · Indus

HydroPower Performance in Indus Basin

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Indus river rises in the southwestern Tibet Autonomous Region of China. Originating in the Tibetan plateau of western China in the vicinity of Lake Mansarovar in Tibet Autonomous Region, the river runs a course through the Ladakh district of Jammu and Kashmir and then enters Pakistan via the Northern Areas (Gilgit-Baltistan), flowing through the North in a southerly direction along the entire length of Pakistan, to merge into the Arabian Sea near the port city of Karachi in Sindh.

The Sub-basin wise generation data of large hydro with installed capacity of the basin in the latest year 2012-13.

Projects

Inst Capacity  (MW)

Generation (MU)

MU/MW
Sutlej

4534.3

18979

4.19
Beas

2267

9125

4.03
Ravi

2059

7383

3.59
Chenab

1530

8159

5.33
Jhelum

690

3828

5.55
Total

11080.3

47474

4.28

indus

  • The above graph shows the trend line of power generation of Big Hydropower projects for last 28 years in the basin, the trend-line shows diminishing generation from existing hydro power projects of Indus River Basin.
  • It shows that the per MW generation in 2012-13 (4.28) has dropped by a huge 17.69% from the highest per MW generation (5.2) achieved in the year 1988-89.
  • All generation figures have been taken from official data of Central Electricity Authority (CEA).

List of other projects (up to 25 MW) under operation (for which latest generation figures not available):

SN Project

Ins Cap (MW)

State

In main basin

 
1 Iqbal

3.75

 Jammu & Kashmir
2 Hunder

0.40

 Jammu & Kashmir
3 Sumoor

0.10

 Jammu & Kashmir
4 Igo-Mercellong

3

 Jammu & Kashmir
5 Haftal

1

 Jammu & Kashmir
6 Marpachoo

0.75

 Jammu & Kashmir
7 Bazgo

0.30

 Jammu & Kashmir
8 Stakna

4

 Jammu & Kashmir
Total

13.30
In Sub Basins
1 Sutlej

31.55

 Himachal Pradesh
2 Beas

61.8

 Himachal Pradesh
3 Ravi

110.6

 HP, J&K and Punjab
4 Chenab

33.8

 Jammu & Kashmir
5 Jhelum

51.6

 Jammu & Kashmir
 

Grand Total

302.65

  

Source: http://www.hpseb.com/hydro_potential.htm

http://jkspdc.nic.in/exist.htm

List of proposed and under construction projects in the basin:

  Project

Ins Cap (MW)

State

Status
In Main Basin

 
1 Rongdo

9

 Proposed IPP Project
2 Bairaas

9

 Proposed IPP Project
3 Tamasha

9

 Proposed IPP Project
Total

27
In Sub Basins
1 Sutlej

6055

 Himachal Pradesh —
2 Beas

3270.1

 Himachal Pradesh —
3 Ravi

1292

 HP, J&K —
4 Chenab

8225

 HP, J&K —
5 Jhelum

864.55

 Jammu & Kashmir —
Grand Total

19733.65

 — —

Source: http://jkspdc.nic.in/up.htm

http://www.hpseb.com/hydro_potential.htm

http://envfor.nic.in

Map of Hydroelectric Projects in Indus River Basin available at:

https://sandrp.in/basin_maps/Hydropower_Projects_in_Indus_Basin.pdf

South Asia Network on Dams, Rivers & People (www.sandrp.in)                                           July 2013

ht.sandrp@gmail.com

CWC Flood Forecast 2013 for Assam: Issues Started Arriving before Floods
Assam · Floods

CWC Flood Forecast 2013 for Assam: Issues Started Arriving before Floods

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The season of flood havoc has just started in Assam. The Assam State Disaster Management Authority in its daily report published on 28th June 2013, stated that in the last 24 hours 55 villages in Dhemaji, Lakhimpur and Tinsukia district have been affected by flood. All three of these districts are located in upper Assam and three of them shares borders with Arunachal Pradesh. Dhemaji till now is the worst affected among these three. In this district, 13 villages in Dhemaji revenue circle, 28 villages in Sissiborgaon revenue circle and 7 villages in Gogamukh revenue circle has been affected. In Lakhimpur 1 village in Subansiri revenue circle and 6 villages of Doomdooma revenue circle in Tinisukia district has been affected by floods. The report also said that the cumulative number of villages affected till 28th was 70 in four districts which include Golaghat, Kamrup, Jorhat and Karimganj. Continue reading “CWC Flood Forecast 2013 for Assam: Issues Started Arriving before Floods” →

Review of “Water Conflicts in Northeast India – A Compendium of Case Studies”: A Welcome Initiative
Arunachal Pradesh · Assam · Hydropower

Review of “Water Conflicts in Northeast India – A Compendium of Case Studies”: A Welcome Initiative

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Forum for Policy Dialogue on Water Conflicts in India (Forum hereafter) has published its latest compendium titled ‘Water Conflicts in Northeast India – A Compendium of Case Studies.’ Forum since its inception has been working towards documenting water related conflict in the country. Forum has already earlier published a book titled ‘Water Conflicts in India: Million Revolts in the Making’ where they published 63 case studies of conflicts related to water from all over India.

In the NE compendium, Forum has put together water related conflict case studies from the northeastern region of India. This is the first document from northeast where issues related to water sectors has been put into the framework of conflict and analyzed. Northeast is already witnessing a lot of hue cry regarding water issues. These issues include annual flood havoc in the Assam valley, the unprecedented rise in hydropower construction in Arunachal Pradesh, the threat of water diversion by China in the upstream of Brahmaputra, shortage drinking water in towns and hill areas etc. The northeastern region is surrounded by international boundaries and linked to mainland India though a 27 km wide Siliguri corridor. The Brahmaputra and BarakRivers, two of the major rivers in the region along with many of their tributaries are international rivers. Therefore water related conflicts in the region carry a lot of geo-political importance. However, from the side of government of India the thrust today is for hydropower development and bargain for water sharing with China.

Cover of the Compendium

Different Cases with Inherent Conflicts:

This compendium has 18 case studies which covers several important issues related with water in the region.  This compendium also has 3 chapters along with the note from the editors which brings to fore the rationale for this compendium.  Out of the 18 case studies nine case studies deal with hydropower development. Rest of the nine case studies brings to light other burning issues related with water in the region.

The introductory chapter is an article titled ‘Damming of rivers and Anthropological Research: An Introductory Note’ written by Dr. A.C. Bhagbati, a renowned social anthropologist from northeast. Dr. Bhagbati wrote this article in 1983 but there are several issues which are still relevant.  The time when he wrote this, the feasibility report for Ranganadi Hydroelectric project was prepared and lower Subansiri project was still in papers. During that time possibly he was the only one who expressed concerns for the social-ecological consequences of dam construction in the region. He said that no anthropological research was incorporated in development planning of the country at that time and impacts of dam on local inhabitants receives attention as a mere technical question in the survey report prepared for the dams. The situation has not changed much even though 30 years have passed.

Natural Resources and Impact on Water:

There are two case studies, which analyse the process of natural resource extraction in the region and how it is affecting the water resources in the area. The first case study “Seismic Survey for OIL in the Brahmaputra River Basin: Scientific Understanding and People’s Perceptions” deals with how lack of transparency of concerned authorities regarding the technologies used for seismic surveys as well as oil exploration and their likely negative impacts coupled with uneven sharing of costs and benefits have resulted in differing perceptions and contestations in Assam.

The other case study named  “The Barak River: Conflict around the impending Oil Extraction in Manipur” talks about the impending oil extraction in Manipur and how it can worsen the conflicts in the region around the Barak river from its source in Manipur through Assam and up to Bangladesh.  The case study also brought the issue of water contamination through oil extraction.

Drinking Water Safety and Security:

The next set of two case studies ‘Water Quality in Assam: Challenges, Discontent and Conflict’ and ‘Conflicts over Drinking Water in Tripura’ brings to fore the problems of drinking water safety and security in the region. Even though the first case study is not focused on a specific area, it discusses the overall situation of water quality and the problems of water contamination due to arsenic, fluoride & other heavy metals along with bacteriological contamination. The second case study discusses how drinking water shortage becoming acute in the state of Tripura and how it is impacting the people living in urban areas as well in the refugee camps.

Embankment and Erosion – Failure of structural measures:

The case study ‘Jiadhal River Catchment: Conflicts over Embankments’ by Partha J Das discusses issue of frequent changing of river course Jiadhal river and how it is failing all the structural measures taken in the state. This case study also presents the dynamic and unpredictable nature of the rivers in the region and how human interventions in the river, e.g. embankments can do no good to ‘protect’ the people from the fury of the river.

The case study by Sidharth Kumar Lahiri ‘Riverbank Erosion in Rohmoria: Impact, Conflict and Peoples’ Struggle’ is focused on the worst erosion affected area of Assam, Rohmoria (in Dibrugarh district in upper Assam) which has witnessed the loss of 30 revenue villages, 5 huge tea gardens and 1 state government run sericulture firm along with 7 schools, police station and post office buildings. The rapidity of erosion in the region was such that no structural measures did any good to stop this. This case study also shows the nature of resource orientated state as government started giving attention to this area only after the oil-blockade, started in 1999. In both these cases there were open confrontation of people and government forces as the people staged protests, dharnas and road-blocks demanding solutions.

Transboundary River issues:

The two case studies ‘The Kurichu Project in Bhutan: Transboundary Hydropower Projects and Downstream Impacts’ and ‘Uncharted Waters: Navigating the Downstream Debate on China’s Water Policy’ details about the transboundary nature of rivers in the northeast and how this is adding to the complexities of water conflicts in the region. The first case study talks about the catastrophic flash floods which occurred on 10 July 2004 due to the bursting of the Tsatichu landslide dammed lake in Bhutan. This had led too flash floods in the Manas and Beki rivers and submerged parts of the Barpeta and Nalbari districts in downstream Assam.

The latter case study by Nimmi Kurien, discusses the Chinese plans of hydropower development and water diversion and its role in the water dynamics of northeast. This case study analyses the China’s water resources choices in its overall water policy directions, the possible conditions under which the China is planning to exercise these choices, the ripple effects they are likely to have across the borders and some key concerns that have flown downstream. This case study indicates that hydro-power projects in China has given an impetus to Indian government to build mega dams in the sub-basins of the Siang, Lohit and Subansiri rivers to establish first-user rights over the water. In doing so, India has kind of sidelined all the environment and ecological concerns.

Case studies on Hydro Power Projects:

The next set of nine case studies is focused on issues related with hydropower dams in the northeast. These nine case studies are from Manipur, Sikkim, Arunachal Pradesh and Assam. This region has been identified as the future powerhouse of the country and as a result the region is witnessing rapid increase in the proposals for construction of hydropower dams in the region.  In fact MoUs for 157 dams in a single state of Arunachal Pradesh has been signed, damming almost all the free flowing rivers in the state. Due to the staggering number of MoU former Union Minister of Environment and Forests Jairam Ramesh had once opined that the state was infected by ‘MoU Virus’.

It can be observed that though these case studies are located in different states, they bring together similar issues or instances which in a way lead to the larger critique of the hydropower development regime in the region.

Impacts of Tipaimukh Dam in Manipur:

The case study by R. K. Ranjan Singh titled “Tipaimukh High Dam on the BarakRiver” states that construction of the Tipaimukh dam will lead to permanent displacement and loss of livelihoods of indigenous communities, mostly belonging to the Zeliangrong and Hmar people. This dam was originally planned for flood control but later on a hydropower element was added to it. The constriction of the dam has been questioned due to several critical grounds which include geological and seismic factors, environmental impacts, downstream impacts which extends up to Bangladesh, conservation of socio-cultural heritage, impacts on health and hydro dynamics of the dam itself. The case study states that a total of 25,822 hectares of forest area in Manipur will be affected by this which will lead to felling of 7.8 million trees. If this happens this will invite serious climate change impacts.

Impacts of Hydropower projects in Sikkim:

Dams underconstruction and planning in Teesta Basin, Sikkim. Map by SANDRP
Dams underconstruction and planning in Teesta Basin, Sikkim. Map by SANDRP

The three case studies on hydropower development in Sikkim presents situation where the indigenous people of the state have been shown a false dream of development through hydropower generation. The three case studies brings an in depth analysis of the fall out of hydro-development on the rivers and environment as well as how it is impacting the lager political arena in this small Himalayan state.

In the case study ‘Hydropower Projects on the Teesta River: Movements against Mega Dams in Sikkim’ the author Tseten Lepcha discusses the detrimental impacts of many hydropower projects on the ecosystem, livelihoods, religion, cultural identity, political rights of the people and demographic changes due to influx of outsiders for dam construction. The story of the valiant struggle of the project affected people under the banner of Affected Citizens of Teesta (ACT)’s can also be found here.

The case study by Ghanashyam Sharma and Trilochan Pandey titled ‘Water Resource Based Developments in Sikkim: Exploration of Conflicts in the East and West Districts’ describes how the government’s strategy of increasing state’s revenue through the hydropower route has been putting a huge stress on the local environment, the people and the culture.

The case study ‘Hydropower in Sikkim: Coercion and Emergent Socio-environment Justice’ by Amelie Huber and Deepa Joshi, brings to light that the new hydropower development discourse is couched in ostensible win-win scenarios: securing energy for the rapidly developing national economy, accelerating development hitherto ‘backward’ but hydro-potent areas; and generating ‘clean’ energy and thus taking the discourse away from the earlier dam related critique.

Four Case studies on Hydropower Development in Arunachal Pradesh:

There are four case studies on the hydropower development in Arunachal Pradesh and these case studies show the extent of damage which the construction of dams will do to the environment, society, culture and economy of the state. The greed of the state government for hydro-dollar is actually eroding societal values and rich bio-diversity of the state.

Hydropower Dams in various stages in Arunchal Pradesh. Photo Courtesy: International Rivers
Hydropower Dams in various stages in Arunchal Pradesh. Photo Courtesy: International Rivers

The case study by Raju Mimi, titled ‘The Dibang Multipurpose Project: Resistance of the Idu Mishmi’ is focused on the Dibang Multipurpose project in the Dibang basin in Arunachal Pradesh and discusses two main issues of conflict. Firstly, the underlying justification of the project on grounds of economic viability as the displacement is considered to be negligible. Secondly the fear of Idu Mishmi’s of demographic imbalance in the Dibang valley due to huge influx of outside labourers for dam construction. The case study highlighted that total population of Idu Mishmi’s is only about 11,000 whereas the planned 17 projects in the Dibang basin will bring about 100,000 outsiders.

In this compendium there are two case studies on the Demwe Lower Hydro-Electric Project which is the lower most project of the 11 projects in the Lohit river basin and will be constructed near Parshuram Kund, culturally significant site. The LohitRiver enters the plains leaving the hills just after this site.

The first case study by Girin Chetia titled ‘Damming the Lohit: Claims and Counter Claims’ brings to light that even though there are 11 hydropower projects proposed in the Lohit river basin but no cumulative impact assessment study has been conducted for the river basin. Besides, the Demwe Lower project is situated in the border of Arunachal Pradesh and Assam but no downstream impact assessment have been taken up to assess the impacts on densely populated plains in Assam.

The second case by Neeraj Vagholikar ‘Demwe Lower Hydroelectric Project in LohitRiver Basin: Green Clearances Bypass Ecological and Socio-Cultural Concerns’ analyses this project from the perspective of environmental governance. The author shows that this proposed project violates various environmental and wildlife related laws in the country. The Expert Appraisal Committee (EAC) had prescribed a cumulative impact assessment of multiple projects in the Lohit river basin; it delinked the environment clearance of the Demwe Lower and Demwe Upper from the results of the Lohit river basin study.  There was also no public hearing held for this project in downstream Assam.

The case study by Azing Pertin titled ‘The Lower Siang Hydropower Project: A Peaceful Valley Erupts’ is focused on the proposed 2700 MW Lower Siang HEP one of the series of projects proposed in the Siang Basin. The project faced vehement opposition, led by Adi Student Union(AdiSU), Siang People’s Forum and Forum for Siang Dialogue on the grounds of social and ecological destruction – submergence of large tracts of forests and agricultural landscapes, destruction for rivers, massive socio-cultural and demographic changes, very little opportunity of sustainable livelihoods, increased seismicity in the region, and other major downstream impacts.

Dam induced Flood in Assam:

The case study titled ‘The Kopili Hydro-Electric Project: Downstream People Rise in Struggle’ is the only case study of a dam located in Assam. This case study presents how the excess water released from the Kopili Hydro Electric Project, led to floods in the downstream on 21 and 22 July, 2004. Due to this flood nearly one lakh people had to flee from their homes and the economic loss was immense. The calculations presented for a single farmer in the case study shows the extent of damage. This case study is very significant in order to present the situation of people leaving in the downstream of a dam.

The last case study ‘State Water Policy of Assam 2007: Conflict over Commercialising Water’ by Chandan Kumar Sharma shows that the draft State Water Policy 2007 bears clear signal for commodification of water and provides for river linking and construction of big dams. The author argues that this draft of state water policy was made by the state government under the pressure of the union government to fall in line with the National Water Policy where not much civil society participation was allowed. But civil society’s vehement objection and pressure on draft had resulted in making the community as the primary repository of rights to water, says the paper. While  this may be true, this is difficult to ascertain since the state government has not finalised the water policy and final water policy is not available in public domain.

The compendium has two concluding chapters. The article ‘Water Conflicts in Northeast India: The Need for a Multi-track Mechanism’ by N.G. Mahanta is focused on the approach to be adopted in order to engage with water conflicts in the northeastern region. The author opines that large dams can further intensify the conflicts over water in the region.

The article by Sanjib Baruah titled ‘Whose River is it, Anyway? The Political Economy of Hydropower in the Eastern Himalayas’ was first published in Economic and Political Weekly and it is reproduced here. Though article focuses particularly on the Lower Subansiri project, but it also discusses most of the issues which have been addressed by various case studies in the compendium. In the article the author highlights that the government of India is aiming to take the ‘great leap forward in hydropower generation’ in the coming years and this will be done majorly on the basis of the hydropower projects in northeast. According to a vision document of Central Electricity Authority, by 2025-2026, India aims to add 400 hydropower dams with a total capacity of 107,000 MW. Out of this, according to CEA estimates Northeast India could generate as much as 58,971 MW of hydropower. Arunachal Pradesh alone has the potential of producing about 50,328 megawatts of hydropower – the highest in the country. A report published in Down to Earth in September 2011 stated that government of Arunachal has signed memoranda of understanding for 148 hydropower projects. An estimate done by Human Rights Law Network shows that, in a ten-year period, Arunachal Pradesh proposes to add hydropower capacity which “is only a little less than the total hydropower capacity added in the whole country in the 60 years of Independence.” In his article Baruah concludes that with so many dams in the upstream people of northeast, specially Assam have to live with the risk of sudden floods and at the mercy of the dam authorities.

Critical Issues:

The issues mentioned in this compendium bear great significance for the economy, polity and society of the northeastern region. This compendium was an opportunity to bring together water related issues of the region under one umbrella and the Forum has been successful in doing so. However there are a few critical issues which we would like to point out.

In the concluding chapter by Sanjib Baruah and as well as in the editorial it was highlighted that there is a fundamental difference “between the hydropower projects of postmillennial India and the multipurpose river valley projects of an earlier period in India’s postcolonial history. In the mid-20th century large multi-purpose river valley projects were taken up, to develop river basin region. They were driven by the spirit of decolonization itself…. by contrast, what is bring designed and built these days are almost all single-purpose hydropower dams with power to be produced and sold for profit by private as well as public sector companies.”  It is clearly a wrong proposition that in mid 20th century large multi-purpose RVPs were the best options before the society than or were taken up in any participatory democratic way. History shows that the dams have actually created more flood disasters where there need not have been any. There are many other serious issues of performance of large dams in post Independent India.

In the concluding chapter by Sanjib Baruah, I also find it difficult to agree with the opinions made citing John Briscoe. The author said quoting him ‘In the Brahmputra Basin, there are large benefits from multi-purpose storage projects that are being forgone because power companies are licensed to develop “power only” projects, which are typically run-of-the river projects with few flood control or navigation benefits’. The idea that multi-purpose projects can be an optimum option for northeast is very problematic. Some of the issues with such projects can be found in the case study by Raju Mimi in the same compendium. In the conclusion part again quoting Briscoe (in fact quoting Briscoe, a senior officer of the World Bank who served for long in India and Brazil in early years of current millennium is seriously problematic since he stands discredited for his rabidly pro large dam views and who campaigned to ensure that the World Commission on Dams report was not adopted by the World Bank) Baruah writes, “unfortunately, despite there being a history of successful multipurpose projects in India, the Government of India now does not have an enabling framework which facilitates the same socially-optimal outcomes.” Here again we fail to find where is the successful history of multipurpose projects in India. There are detailed critiques available of some of Independent India’s biggest multi-purpose river valley projects, including those for Bhakra(“Unravelling Bhakra” by Shripad Dharmadhikary), Hirakud (by Prof Rohan D’Souza and others), Damodar Valley Projects (“One Valley and a Thousand: Dams, Nationalism, and Development, Studies in Social Ecology & Environmental History” by Daniel Klingensmith among others). SANDRP has been monitoring dam related concerns for more than a decade now and we find it hard to agree with this statement. For more details of SANDRP’s work one can look at the our website https://sandrp.in/ and our blog https://sandrp.wordpress.com/.

Though the case studies of the compendium have brought out several important concerns, some of the case studies need more detailed analysis.

The case study on seismic survey for oil exploration in the Brahmaputra brings to light a new dimension of water issues but could not justice to it. The case study said more about oil then water or river. There are several boxes which talks about the impacts of the seismic survey in a haphazard manner but those cannot be substantiated as an analysis of water conflict.

The case study on conflicts over drinking water in Tripura should include data of drinking water availability in the state. The author can dwell upon on each issue with more detailed emphasis or can take up one area out of the areas mentioned in the case study. The case study can also be substantiated through an analysis of policies on drinking water and sanitation in Tripura.

The case study on Kurichu dam project in Bhutan views the issue of trans-boundary conflicts between the two countries from a narrow perspective. The case study should have covered several more aspects of the Trans-boundary water issue.  Specifically the case study does not give any detail of how much damage actually happened on the ground. The larger political and economic rationale for hydro-development in the small Himalayan state could have given better idea of the conflict.

Besides, this case study should have also included the element of flash floods which could help in broadening the scope of the case study. In fact flash flood is one of the important water related issues in northeast. There was a severe flash flood in GaiRiver in Dhemaji district in upper Assam on 15 August, 2011. This was due to breaching of the earthen dam[1] in the upstream of the river. This flash flood had submerged 17 villages and diverted its path making its way through the villages. In fact the cover page of this compendium (photo by the author of this review) depicts the guide bundh of the Gai river railways bridge which was washed away by the same flash flood.

The case study on floods in KopiliRiver could have elaborated more on the aspect how dams were constructed with false promises to people. As the whole region is speculating about the impacts of hydropower development in Arunachal Pradesh, this case study actually brings to light the after effects of dam construction. However this case study too could have elaborated its scope by bringing a comparison with the Ranganadi river floods which submerged the Lakhimpur town and other areas on 28th June 2008.  This flood too was the result of water release from the upstream Ranganadi hydroelectric project.

The compendium overlooks some major issues related to floods which severely affect Assam every year. As the compendium wishes to cover water related issues in the region there should been a case study or a chapter dedicated to the overall situation of floods.

The compendium should have include issues related to climate change and impact on water in northeast, the trans-boundary issues with Bangladesh where India will be upstream state and hydropower dams which government of India wants to build in Mizoram. Though the impacts on Bangladesh was mentioned in some of the case studies, keeping the magnitude of the issue there should have been either a separate chapters on this. Analysis of water issues in northeast India from the perspective of gender is also missing in the compendium.

The compendium can also include a case study on the Pagladia dam project which was proposed in 1960s but faced strong opposition from the people. This project was seen as a multi-purpose project but even then people opposed it as they were aware of the inherent nature of the river. The name ‘Pagladia River’ means ‘mad river’ because it changes its course widely, drastically and suddenly.[2] This can also be taken as an example of how multipurpose river valley projects cannot be the answer to floods. According to the government records the project was supposed to be completed by 2008 but many say this project is out of the government’s priority list for now.

This compendium was released on 21st June, 2013 in a public function organized in Guwahati[3] and it was announced that this compendium will soon be out in the form of a book which will be useful. As first of its kind of initiative for northeast this compendium is very welcoming and we hope that the book will be able to bring the issues raised in the compendium in a more comprehensive and updated manner.

Parag Jyoti Saikia

South Asia Network on Dams, Rivers & People (www.sandrp.in)

Email: meandering1800@gmail.com

[1] According to local people living in the villages of the Gai river basin, the high amount of sand in river bed had formed an artificial lake in the upstream which got breached on the day the flash floods occurred.

[2] Bharali Gita, “Pagladia Dam Project in Assam: A Case Study”, Conference on Redressing Inequalities of Displacement by Development: Dams and Mines. Ranchi: Council for Social Development, November 6-8, 2004.