The power channel (canal) of 330 Mw, Srinagar Hydro Electric Power (HEP) project has been leakingsince December 16, 2018 affecting Surasu, Mangsu, Naur and Supana villagers in Srinagar, Uttrakhand.
Villagers were alarmed when the gushing water started reaching fields, cowsheds and some village homes. They staged aprotestand demanded that canal be repaired within three days. Following complains to local MLA Vinod Kandari, a team from Uttrakhand Irrigation Department and Public Work Department (PWD) inspected the affected areas.
The Kritinagar SDM Anuradha Pal also inspected the villages and issued notices to Alaknanda Hydro Power Construction Limited (AHPCL) the developer and operator of the project. She also formed three member probe team comprising of Executive Engineers from Irrigation Department, PWD and Revenue official to look into the issue.
Its two years since Uttarakhand faced its worst ever flood disaster during June 15-17, 2013. We remember such tragedies to ensure that we learn the necessary lessons. So that in future such tragedies are not repeated or their dimensions are reduced. One of the enduring debates since that the Uttarakhand tragedy has been about the role of existing and under construction hydropower projects in increasing the proportions of the disaster.
रिपोर्टर:- सुशील बहुगुणा, कैमरामैनः- सुदीश कुमार राम, एडिटरः- कुलदीप कुमार, एन.डी.टी.वी.- इंडिया
रिपोर्टरः- जून 2013, उत्तराखण्ड में, नदियों के साथ आई तबाही की ये तस्वीरें। तस्वीरें जो हमें मजबूर करती हैं, ये समझने को, कि आखिर ये नदियाॅ इतनी रौद्र, इतनी विकराल क्यों हो रही हैं ? ये नदियाॅ हमारे घर-आॅगन क्यों उजाड़ रही हैं ? कहीं हम ही, इन नदियों के अहाते में तो नहीं घुस गए ? कहीं हमने नदियों की लहरों में बेहिसाब बेडि़याॅ तो नहीं डाल दी ? क्या हम नदियों का मिजाज़ अब तक समझ भी पाए हैं ?
A study done by the National University of Singapore (NUS) predicted that dam related activity in the Himalayas will submerge and destroy 17,000 ha of land. The Himalayas have a dam density which is 62 times greater than the current global average[i]. The trouble is that Professor Maharaj K Pandit, who led the NUS study, has deep entrenched interests in hydropower business, having led seriously problematic Environmental Impact Assessment and Cumulative Impact Assessment studies that have never said NO to any project, never raised the issues he is raising in NUS study in any of the EIA or CIA study he has led. Several of his EIAs have been found to be seriously inadequate, incomplete and supporting hydropower lobby.
In 2010, a Comptroller and Auditor General (CAG) had stated that more than 40 hydro projects in the region was a serious threat to nature and bio-diversity of the region[ii]. The impact these dams have on the environment and people has been clearly seen in the light of the 2013 floods which wrecked havoc in the state. There are constant delays and faulty constructions due to lack of strict supervision which then endanger the lives and livelihoods of the local population. Despite this, the government pushes on for more and more projects.
American Met Society confirms role of Climate Change in Uttarakhand floods In an annual extreme-weather report of September 2014, the Bulletin of the American Meteorological Society has[iii] listed the Uttarakhand disaster of June 2013 as among the 16 extreme weather events of 2013 where role of climate change is undeniable. Unfortunately, Indian government is neither clearly acknowledging this reality, nor identifying the victims and demanding justice for them. While Uttarakhand disaster was a clear warning in this regard, the Sept 2014 floods of Jammu and Kashmir is another one showing how vulnerable the Himalayas are to the climate change.
Post-flood scenario: In the 2013 floods, about 19 projects were completely washed away resulting in affecting 35 % of the state generation capacity[iv].
Estimated losses from damage to hydropower projects on the Ganga
Rs 30 crore (project completely submerged)
Rs 18-19 crore (power house and 4 houses washed away)
Rs 16 crore (power house and 4 houses washed away)
Following the orders of the Supreme Court on Aug 13, 2013[v] in the after math of the June 2013 flood disaster, an Expert Body (EB) was formed under Dr. Ravi Chopra to assess the role of dams in the flood disaster. In its report it was recommended that 23 projects be dropped altogether in the Bhagirathi-Alaknanda basin and studies be initiated in all other basins. The court had stayed work on 24 out of 39 projects last year after the floods[vi] and had also stayed clearance to any more projects in the state. (To know more about the recommendations of the EB read SANDRP’s blog: https://sandrp.wordpress.com/2014/04/29/report-of-expert-committee-on-uttarakhand-flood-disaster-role-of-heps-welcome-recommendations/.)
Also, despite the stay on clearances, the 300 MW Lakhwar Project in the Upper Yamuna River Basin in Dehradun District has been given a green signal by the MoEF[ix].
Creation of eco-sensitive zones:
5 km stretch between Gomukh and Uttarkashi was declared as an eco-sensitive zone which has led to the shutting down of various projects in that stretch. The bigger projects which have been affected are the 600 MW Loharinag-Pala under the NTPC, which is still appealing to receive its reimbursement to the tune of Rs. 536.30 crore. Apart from this, the 480 MW Maneri project under UJVNL and the 380 MW Bhaironghati project have been scrapped[x].
The Srinagar Hydro Electric Project on the Alaknanda River has increased installed capacity from 200 to 330 MW which was already a cause for concern for the people of the area and other experts who say that the land is too unstable to hold such a big project. Previously, the project faced problems due to damage to its coffer dam. The GVK company owned project was also the centre of controversy due to the Dhari Devi temple which was ultimately relocated in undue hurry just before the Uttarakhand floods.
In July 2014, it faced another disruption due to the collapse of the 19 metre high and 100 metre long wall of its de-silting basin during a test run of the project[xi]. The heavy rainfall and raging waters in the Alaknanda led to the breaking of the walls which caused flooding and inundation of land and houses. The earlier complaints of the residents of nearby villages regarding the leakage from the power channel canal of the project were not taken seriously by the authorities[xii].
The 171 MW Lata Tapovan project was overrun by floodwaters that damaged concrete work and forced at least a year-long delay in its commissioning. The delay could grow longer because of the badly damaged highway which makes transportation unsafe.
Another affected project is the 520 MW Tapovan Vishnugad HEP in the Chamoli district. The project was already under scrutiny because of the unfavourable geographical characteristics of the area it is in. The added damage was done during the floods which led to damages in the power channel and the approach road to chormi adit. This could lead to a 12 month delay. Its diversion dyke was also washed away and in June 2014, BHEL refused to start work. Even the head race tunnel (HRT) contractors L&T and Alpine Mayreder Bau Gmbh (AM) have terminated their contract leaving NTPC searching for new contractors[xiii].
The 400 MW Vishnuprayag HEP in the Chamoli district was also affected in the floods as muck and debris filled its reservoir, causing electricity generation to stop. It was also under controversy for being responsible for causing floods downstream as it did not open one of its gates to let the water out, resulting in water finally being left under great pressure causing flooding and destruction of downstream area, people and properties.
Apart from this, the project authorities are also engaging in the disposal of muck and debris on the Alaknanda river bed and not in a safe site. The Jaypee group has been asked to to file a comprehensive affidavit on disposal of river bed material lying in the Vishnupryag HEP on Alakhnanda River, Joshimath by a bench of five judges of the National Green Tribunal. After the floods in 2013, a huge amount of muck and debris were deposited in the reservoir. To clean this and restart electricity generation, the company removed it from the reservoir but dumped it in the Alaknanda river bed, hoping that in the next monsoon it would open its gates enough to let the debris flow downstream. But this is highly dangerous for the downstream areas and population as pointed out by Vimal bhai, founder of the Matu Jansangathan, an NGO[xiv]. The NGT, however, has not taken necessary punitive measures against the company.
Contract for construction of the Koteshwar dam was awarded to PCL Intertech Lenhydro Consortium JV in 2002 for a contract value of Rs 334.52 crore. The scheduled completion was specified for May 2006, but project was delayed due to non handling of project and quarry land by the owner to the contractor. Only Rs 99 crore worth work was done upto March 2007[xv].
Another case for delay is the Tehri Pumped Storage Plant (PSP) under the Tehri Hydro Development Corporation (THDC). The contract was given to Alstom-HCC Consortium which had only completed 10% work even after 25 months had elapsed since its commencement and until October 2013[xvi]. Even till April 2014, only 16% of the work was done while only 37 months are left to complete the rest[xvii]. Various problems pointed out by the THDC were that the consortium did not employ sufficient people or deploy enough machinery on site.
The 444 MW Vishnugad-Pipalkoti project under the THDC also faced delays in obtaining the clearances from the forest department to divert 80.507 ha of forest land for the project. The delay was caused in obtaining the stage II forest clearance which was in the hands of the State Wildlife Board, which finally gave its clearance in March 2013. But the surprise is that the World Bank approved the project even before it got its clearances but claimed that work would begin only after all clearances are obtained. But like a lot of other projects, work had already begun for the power house near Harsari village, affecting the villagers. Unfortunately, the inspection panel of the World Bank that was looking into the complaints against the project have completely failed to understand or show the courage to point out the failures of the project and the Bank right from impact assessment to consultations to violations in clearance procedures. The joint statement of the Inspection panel and the World Bank Management on Oct 2, 2014 exposes both the parties. The World Bank, while funding destruction of Alaknanda River, one of the two major head sources of the Ganga, is claiming to fund river rejuvenation efforts in the downstream!
Even one year after the floods, there is no comprehensive report about the disaster that would give a blow by blow account and fix accountability. The villagers are still awaiting resettlement[xviii].
Residents of 29 villages in Tehri district who already faced danger from landslides are now in a worse situation as the landslide occurrence has increased since the 2013 floods. But the villagers say that the state has made no efforts into their relocation and they live in fear of their life. The government had claimed that these villages would be relocated for their safety but due to the laxity of the authorities, work has not started on that yet.[xix]
To know more about the situation of hydropower dams in Uttarakhand in the context of June 2013 disaster, read SANDRP’s blogs:
June 16, 2014 This is a sad day, reminding us of the Uttarakhand disaster that began on this day a year ago. The disaster was triggered by unseasonal and heavy rainfall in which indicates a clear footprint of climate change. At the same time, the role played by massive infrastructure interventions, including an onslaught of hydropower projects and dams in Uttarakhand’s fragile ecosystem, in magnifying the proportions of this disaster manifold is also undeniable. It is a sign of callousness of our system that till date we do not have a comprehensive report about this disaster that throws light on what all actually happened, which institutes played what role, which institutes failed or succeeded in their assigned role, what were the rehabilitation and resettlement provisions, processes, plans and policies, and what lessons we can learn from this experience.
The lessons from this experience hold significance for the entire Himalayan region.
Uttarakhand and the union government declined to even investigate the role of hydropower projects in the disaster. It was left to the Supreme Court of India, through its order of Aug 13, 2013, to ask the government to set up a committee to assess the role of existing and under construction hydropower projects in the disaster. The apex court also asked governments to stop clearances to all such projects in the state in the meantime. The reluctant Union Ministry of Environment and Forests (MEF) took two more months to set up the committee which was headed by Dr Ravi Chopra.The committee submitted the report in mid April, 2014, but two months later the MEF is yet to put up the report in public domain. Or make it available to the people of Uttarakhand in their language or invite their views. SANDRP had written in detail about the recommendations of the EB, the committee certainly said that the hydropower projects played a significant role in the disaster. Eminent geologist Prof K S Valdiya has also written in Current Science in May 2014 (Vol. 106, p 1-13) that most projects are being built in landslide prone, seismically active area and should not be built there.
It was again left to the Supreme Court on May 7, 2014 to order stoppage of work on the 24 hydropower projects. The Expert Body recommended cancellation for 23 of these projects and change of parameters for one project. There is immense hope in further proceedings in the apex court in coming months, since the results will provide a guide for the whole Himalayan region in Uttarakhand, in other states in India and even for the Himalayan region beyond the border.
At the same time, it is unfortunate to see that the MEF, the Union government and Uttarakhand government seem to have learnt no lessons from the disaster. These bodies have been trying all sorts of manipulations to push massive projects like Lakhwar and Vyasi in Yamuna basin even without Environment Impact Assessment, Cumulative Impact Assessment or public consultations.
Now a new government has taken over at the centre. It is possible sign of things to come that India’s new Prime Minister Shri Narendra Modi has chosen this anniversary day to lay foundation stone for a huge hydropower project in the Himalayan region, read his own statement dated June 14, 2014, about his impending trip to Bhutan on June 15-16, 2014: “During the visit, we will lay the Foundation Stone of the 600 MW Kholongchu Hydropower Project.” This possibly indicates the thinking of new government on this issue.
The memory and lessons of this unprecedented disaster seem to be fading already. While going through the articles on this disaster in a number of newspapers like Indian Express, Hindu, Tribune, Business Standard, among others, I could find just one article in Business Standard that mentioned the role of hydropower projects in Uttarakhand disaster.
It is very important, in this context to remember the issue. We are here presenting here some photos of the damaged hydropower projects of Uttarakhand in that context. The photos are mostly taken from official sources, namely 582 page annexures to the Ravi Chopra Committee report. Most of the photos have not been in public domain to the best of our information.
Assi Ganga I (4.5 MW in Uttarkashi district): Letter from Regional office of MoEF to Uttarakhand Forest secretary dated 30 March, 2014 says:“The project was heavily damaged in 2013 devastation.” It also says that the project is in Ganga Eco Sensitive Zone and in the zone only projects below 2 MW capacity and serving the needs for the local population are allowed. Hence it says, “…the project should not start without obtaining fresh forest clearance and permission from the Central Govt.”
Assi Ganga II (4.5 MW in Uttarkashi district): Similar letter from Regional office of MoEF says: “The project was heavily damaged in 2013 devastation.” Following photos from the monitoring report of the project speak about the damage this project suffered:
Kaldigarh HEP (9 MW in Uttarkashi district) The project heavily damaged in 2012 floods and it being in Eco Sensistive zone, the report says the project should not be allowed to restart without permission from central govt.
Kotli Bhel 1A HEP (195 MW on Bhagirathi river in Uttarkashi district) The project has not given the final forest clearance. The stage I forest clearance was given on 13.10.2011 and environment clearance on 09.05.2007. The Ravi Chopra Committee report has asked for changes in the project parameters and Supreme Court order of May 7, 2014 has asked for stoppage of work on 24 HEPs, this project is on that list of 24 projects. The regional office report says that work on the project has been started on non forest land, which should now come to stop.
Kaliganga II HEP (6 MW, Rudraprayag district, Mandakini Basin) The Project got forest clearance on March 6, 2007. But project is yet to provide non forest land as required under act. The project is also within 2 km of Kedarnath Wildlife Sanctuary, but has not got clearance either from state wildlife Board or National Wildlife Board. The project construction thus is clearly illegal. Project has now suffered damages in June 2013 disaster, as can be seen from the photos below.
Madhya Maheshwar HEP (10 MW, Rudra Prayag district):
Phata Byung HEP (76 MW, Mandakini river, Rudra Prayag district):
Singoli Bhatwari HEP (99 MW, Mandakini river, Rudra Prayag district):
Bhyunder Ganga HEP (15 MW, Alaknanda river, Chamoli Disrict):
Days after walking down the Gori, we go to the Sub-Divisional Magistrate of Dharchula sub-division, Pramod Kumar, who is busy coordinating rescue and relief on a war-footing, but still has the courtesy to meet. On being asked by me regarding the sudden release of water by the 280 MW National Hydro-Power Corporation (NHPC) Dhauliganga Hydro-Electric Project (HEP, see below the layout of the project given on NHPC website) at Chirkila and the ensuing damage downstream, he confirms that he received an emergency call on the night of 16th June, 2013 from the NHPC, asking that they be permitted to release the impounded water in their reservoir, because it was in danger of breaching. Under normal circumstances they do not need his permission. He also confirms that he had refused, because the water level in the Mahakali main-stem was already flowing at danger-mark. NHPC went right ahead and opened their gates at full on the night of 16th June, without authorization or any prior warning to anybody but their own office-residence complex 20 km downstream, at Dobat.
Was this really an emergency, or was this purely opportunistic on the part of NHPC to take this opportunity early in the season to flush their reservoir that had been filled almost to half with bed-load and silt? We went looking for clues and information. I went to the NHPC office complex at Dobat, and met Bhuvan Chand Joshi, their Public Relations Officer. After giving me the spiel on how safe, and how green this so called run-of-the-river (ROR) project was, constructed by no less than the Japanese, the Germans and the Koreans put together, he admitted that their underground power-station was entirely flooded. Housed in a gigantic underground cavern about 100 meters long, four-storeys high at 40 meters and about 16 meters wide, river water had filled it right upto the control-room on the fourth floor. I had already been told by Kesar Singh Dhami, taxi owner of Dharchula, that on the 16th June itself, when he was ferrying the first batch of Kailash yatris to the road-head on their way up to Tibet, he had noticed the reservoir was filled high already with flood-waters, with large uprooted trees and other woody debris floating at the damsite. He confirms that water was being released, but only a small release, despite the dam being fuller than he had ever seen it.
I was also told by another employee of NHPC (who did not wish to be named) that what had gone wrong was that despite the high flows on the 15th and 16th June, the power-station continued with production of electricity as usual. In what seems to be an unbelievably short-sighted and poor design, the Tail-race Tunnel, from where water is released back into the river after having turned the turbines, is flushed into a tributary stream, the Ellagad. It was when Ellagad also pulsed, that it sent a train of bed-load debris down its lower reaches, effectively blocking the exit of the Tail-race Tunnel coming out of the powerhouse. The power house continued to take in water from the Head-race Tunnel intake to work their turbines, unaware that the exit for water had been blocked. It is only when the water blocked in the Tail-race Tunnel surged back up, burst through the turbine units and began flooding the powerhouse, that NHPC even know that something was wrong. It was then that the massive curved steel gates of the intake were slid shut, and the powerhouse evacuated. This was further confirmed by Joshi, PRO, who also said that the ‘matter was under investigation’ by their own team for organizational detail. The General Manager and the Chief Engineer of the Dhauliganga HEP had meanwhile been transferred out. It is not clear yet how soon after the powerhouse was flooded, that they opened the sluice gates at the bottom of the reservoir. Draining it was clearly beneficial for NHPC, but catastrophic for roads, bridges and habitations downstream, both in India and Nepal.
If you look closely enough, there are two separate events here. The flooding of the powerhouse, and the ’emergency’ release of reservoir water. The powerhouse was not flooded because of too much water in the reservoir, but because it was in operation when its tail-race exit seven km downstream, is blocked-off because of poor short-sighted design. They are then forced to close the gates of the intake, and abandon the powerhouse where water has reached the control-room on the fourth floor. The intake gates are now shut, but the flood waters continue to fill the reservoir further. They have already allowed the dam fill to a very high level, and here is the other curious factor.
The design of the Dhauliganga dam, is such that the dam has no provision for water to ‘overflow’ the dam safely, should undesired (even if foreseeable) levels be reached as they did this year. Or say if giant boulders block the narrow sluice gates at the bottom of the reservoir. Or in the real-time situation of what actually happened this year, the blocking of the tail-race tunnel leading to flooding of the powerhouse, hence requiring the shutting off of the intake, and losing the option of reducing reservoir levels more gradually and safely through two simultaneous releases. They then open the flood-gates. Clearly, one of two things have led to this decision:
One, letting the reservoir fill to a very high level is not out of the ordinary for NHPC; they do it every monsoon, as they had done on 16th June as well. It is not for many months in the year that they have enough water to run all four turbines. Despite the run-of-the-river label, Joshi confirmed that they were unable to let anywater to continue to flow un-diverted in the river-channel during the winter-spring months (we have photographic evidence of this as well), or they would not have water to turn even one turbine! The mandatory requirement that every hydro-power dam in Uttarakhand be required to release at least 10% of the river’s minimum flows at all times (as greatly insufficient as such a small flow is for downstream life), it seems neither a consideration while justifying the economics of such projects, and neither is it complied to here. The use of the term run-of-the-river here, is plain deception.
Their regular annual schedule for flushing the reservoir of bed-load and sediment is normally the 15th of July and the 31st of July every year. Here again, when the reservoir is full, and there is enough water to provide the pressure for increased and accelerated flow to flush the reservoir on a twice-annual basis. Both flushing schedules follow each other closely at peak-flow season, so that the flushing is as complete as possible, and there is enough of a monsoon season ahead to fill the reservoir up again before the winter-lean. The probable reason for preponing the flushing could be the chance of flushing some of the unusually high accumulation of bed-load debris that had come down in this years flood. What this meant to the efficiency of the power-station is one thing, but what it means to all life in and along the river, is quite another.
Two, that the faulty design of the dam, both in location of its tail-race exit as well as no provision for over-topping, in combination with the carelessness of allowing the reservoir to fill to such levels at the start of the monsoon, was responsible for the ’emergency’ catastrophic release.
The Dhauliganga HEP is located on the Darma–yangti river, re-christened the Dhauliganga river, just a couple of kilometers upstream of the confluence with the Mahakali at Tawaghat. In these two kilometers, the rivers flows (twice a year when it is allowed to, for a few hours) down steeply to the confluence which it meets at right-angles. With the Mahakali already in spate, coupled with the sudden release of more than 6 million cubic meters of stored water (Gross Storage Capacity), plus the flow of the river in flood (steadily increasing from 398 cubic meters a second on 15th June), as well as millions of tonnes of bed-load boulders and sediment, the damage downstream is clear to see. If you look at the fresh scour-level on the banks downstream of the dam, it is in places more than 15 meters higher than the flood-level flow of the DhauliRiver. The river added thousands of tonnes of even more debris when, because of the flood level it reached, it tore through, plucking high at the talus-cones on either bank, and at every turn. At the confluence at Tawaghat, there must have been something of a back-flood for some time (a common flood phenomenon where the high-flowing main-stem creates a temporary water-dam), because the water-level seems to have risen very high, taking away the bridge that connects the entire Kuti valley and the trade route to Tibet, tearing away almost the entire village-market complex at Tawaghat, and destroying the road as well. The flood waters had clearly reached the top of the road because of the deposition of river-sand on it. When I walked this section days later, the river was only less than a meter below danger mark. Even so, it was flowing about 12 meters below the road! Further downstream, the destruction was more serious.
In order to understand the magnitude of this flood event, I ask Joshi of NHPC for flow-data of the Dhauli river between the 12th and the 18th of June. He goes off for some time and returns with a sheet of paper that has hand-scrawled 6 hourly flow volumes from 12th June, but stops short at 15th June. All the flow volumes between the 12th and the 15th were below 150 cubic meters a second (cumecs), and at 12 am, on the night of the 15th June it jumps up to 389.92 cumecs. This is just the start of the flood. Joshi seems to balk right here, and says that they have not received data for the 16th June yet (the day I speak to him was the 8th of July), and that he may get it after a week or so. And anyway, he says, the powerhouse was abandoned from the night of the 16thJune, so getting data beyond that would be out of question. It is clear that Joshi was unwilling to give me flow-data for the duration of the flood-pulse. He had only minutes before informed me of how automated the whole operation was, and that it was possible for them to even operate the power-house sitting in their Dobat office-complex itself. The real scenario will be clear when we get flow data for the 16th and 17th of June.
According to NHPC, the Peak Flood Design for the Dhauliganga HEP is 3,210 cumecs, at a return interval of 100 years. That is the flow volumes that the dam is designed to be able to take without damage, at flood levels expected at least every hundred years. It is unlikely that flow volumes had reached almost 10 times the flow volumes of the flood on the 15th June at the damsite (389.92 cumecs). NHPC gets its flow data from an automated level-gauge at the reservoir, so it did not require anyone to take readings manually, even prior to abandoning the station. If unprecedented levels had indeed been reached, then why had they held on to water in the reservoir right till the night of the 16th June? Please see the accompanying photographs, of the dam reservoir, empty of water. You can see at least two levels of cut-away terraces. The lower ones are alluvial terraces, consisting clearly of coarser gravels and cobbles deposited by the flowing river. The higher terraces, more visible high on the upper true-left bank in the photo, are remnant lacustrine (lake-bed) terraces, consisting of finer silts and sand, deposited by the stilled waters in the reservoir when it was full. This was the highest point of sediment accumulation in the reservoir prior to being flushed out. Clearly, at least 45% the reservoir was full of debris and sediment before NHPC flushed it. And if you look at the brown line on the concrete face of the dam, you see the level that the reservoir was allowed to fill upto, marked by the ‘bath-tub ring’ of floating bark and woody debris stuck there after draining.
Joshi tells me that when a delegation of people from Nepal came to NHPC to talk about the possible role that NHPC’s sudden release of water might have had on the flood that devastated Khalanga bazar at Darchula, he had told them that to the contrary, the dam had saved Nepal from great damage. “See how much debris is still behind our reservoir!” This was bare-faced misinformation. There are two aspects being denied here. One, that great masses of debris were actually flushed out from the lower-end of the reservoir on the night of 16th June, leading to greatly increased flood levels as well as erosive potential downstream, especially on the Nepal bank at Darchula, which bore the brunt of flushed debris centrifuged on the curve. As is evident from the photo of the dam-site above, most of the debris that has been flushed, is from the front-end of the reservoir only. And two, that all dams and reservoirs, despite some being able to flush out debris from a section of the reservoir, do actually hold back a great deal of bed-load as well as suspended sediment in the upper end of the reservoir. They impede the very essential flow of sediment down to the oceans. Look now at the geometry of bed-load debris in the stitched photo. Distortions from the wide-angle lens apart, it clearly shows a gradual slope, and a filling up of the bed-rock channel to form a wide, sloping flood-plain. Had it not been for the dam, the bed-load would have continued to fill up the bed-rock channel downstream at about the same angle, slowing the entire flow of water and entrained debris. It would not have been washed down catastrophically all the way down to Darchula, without the force of an additional 6 million m³ of stored water released suddenly.
 NHPC never gives warning of sudden releases. There is a notice painted on a board at Tawaghat, the first river-side habitation downstream, that warns people not to go anywhere near the river, because water may be released anytime.
 Kajima Construction Corporation Ltd of Japan, Daewoo Engineering and Construction Company of Korea, and Bauer Maschinen of Germany.
 How a tail-race exit could be planned on the Ellagad stream which is very steep and unstable, full of debris from a service tunnel, and highly ‘flashy’, is indicative of poor design and of lax design approval mechanisms.