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Silt Solutions How One Indian Dam Owner Resolves Sediment Issues
Media sponsor of 14 ICOLD PREVIEW: EXPLORE THE ISSUES SET FOR DISCUSSION IN BALI, INDONESIA 22 STOP LEAKS THROUGH DAMS: A SOLUTION FROM SWEDEN NEW! MARINE HYDROKINETICS 21-23 October, 2014, Sao Paulo, Brazil 28
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OPERATIONS & MAINTENANCE
8 Sediment Management for Rangit Dam in India By Siba Prasad Sen Changing the operational profle of the 60 MW Rangit Hydro Power Station in Sikkim resolved seasonal siltation issues while maximizing generation capacity for its owners.
ARTICLES
14 Preview of the 82nd Annual ICOLD Meeting By Basuki Hadimuljono Dam design, construction, maintenance and hydroelectric genera- tion professionals can attend a series of seminars, hydro facility tours and a trade exhibition at the International Commission on Large Dams’ 82nd Annual Meeting in Bali, Indonesia.
18 Viewpoints from the Board Room: Black & Veatch 14 By Marla J. Barnes Steve Edwards — the new chairman, president and chief execu- tive offcer of global engineering, consulting and construction frm Black & Veatch — discusses what he sees coming in the future of the hydropower industry globally.
22 Ideas in Action: Dealing with Leakage through a Dam By Ola Hammarberg Excessive leakage through the Vojmsjon Dam in Sweden led the owner to consider a renovation. A steel pile cutoff wall with an interlock system was installed. Since this work was completed in May 2013, leakage through the dam has been cut in half.
DEPARTMENTS
2 Viewpoint: 4 Briefngs 26 Small Hydro 32 Index to Selecting Sustainability Advertisers for Hydropower Designs 24 Tech Notes 28 Marine Hydrokinetics
ADVISORY BOARD
H. Irfan Aker Ian M. Cook Fernando de Menezes e Silva Leon Tromp Luis C. Vintimilla Dolsar Engineering ICCL, Itaipu Binacional Lesotho Highlands Water Consulting Engineer Limited, Turkey United Kingdom Brazil Commission Ecuador Lesotho
Emmanuel Maryse Francois-Xausa Peter Thomas Mulvihill C.V.J. Varma James Yang, PhD Antwi-Darkwa Alstom Hydro France Pioneer Generation, Ltd. Council of Power Utilities and Vattenfall Research Volta River Authority France New Zealand The Dams Society India and Development AB Ghana Sweden
Enrique Cifres Roger Gill Kanchit Ngamsanroaj Raghunath Gopal eWATER Consultant SL Sustena Partners Electricity Generating (R.G.) Vartak Spain Australia Authority of Thailand Consultant, India Thailand
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1403HRW_REV_1 1 3/17/14 3:32 PM Viewpoint
Selecting Sustainability for Hydropower Designs ® Vol. 22, No. 2, March-April 2014 The hydropower industry has expended tremendous effort to ensure that new proj- PennWell Global Energy Group The Water Tower, Gunpowder Mill, ects are developed with environmental and social sustainability in mind. Rightly so. Powermill Lane, Waltham Abbey, Essex, EN9 1BN, UK Sustainability lies at the heart of the design and development of hydropower today, and Telephone: +44 1992 656 600 Fax: +44 1992 656 700 this effort is widely recognized as a diffcult and on-going transition that is essential to E-mail: [email protected] World Wide Web: http://www.hydroworld.com the survival of the industry. Publisher — Marla Barnes But sustainability should not just consider environmental and social impacts; true +1 918 832 9353 [email protected]
sustainability should also mean that hydropower installations are designed and built for Chief editor — David Appleyard +44 1992 656659 [email protected] the maximum possible operational lifespan. One of the fundamentals of hydropower is senior editor — Elizabeth Ingram that, once constructed, such a project can generate power for a century or even more +1 816 214 5629 [email protected]
where electromechanical equipment is refurbished or replaced. However, there have AssoCiAte editor — Bethany Duarte +1 918 832 9330 [email protected] been a number of recent examples of projects that have apparently lasted far less time ProduCtion MAnAger — Daniel Greene than their design life as a result of poor construction techniques, substandard materials +1 918 831 9401 [email protected]
or the choice of a sub-optimal design. grAPhiC designer — Kermit Mulkins +1 918 831 9554 [email protected] For example, changes made to the design of Zimbabwe’s Tokwe-Mukosi Dam more than a decade ago could have contributed to the displacement of thousands of families subsCriber CustoMer serviCe PO Box 3264, Northbrook, IL 60065-3264, USA earlier this year after water began leaking through cracks in the dam’s walls. Local media Customer Service Phone: 1-847-763-9540 Fax: 847-763-9607 reports suggest a lower cost alternative dam design was chosen against engineering Email: [email protected]
advice. Tragically, this development is far from unique, and there are numerous examples sAles MAnAger: euroPe, AsiA, AfriCA, oCeAniA — Alasdair Evans of projects that require premature refurbishment or redesign, and this inevitably comes +44 1992 656636 [email protected] sAles direCtor: AMeriCAs — Howard Lutzk at a considerable cost to owners and operators. +1 913 402 7119 [email protected]
Of course, it is not always the case that incentives are in place to maximize design rePrints — Rhonda Brown life, but it is essential that dam designers and project engineers do all they can to ensure +1 866 879 9144 [email protected] CorPorAte heAdquArters — PennWell Corp. hydropower developments deliver the maximum possible volume of energy over their 1421 S. Sheridan Road, Tulsa, OK 74112, USA Telephone: +1 918 835 3161 life; to do anything less is a fundamental disservice to the industry. ChAirMAn — Frank T. Lauinger President/Ceo — Robert F. Biolchini Chief finAnCiAl offiCer/senior viCe President — Mark C. Wilmoth Using magazines to make the right decision AudienCe develoPMent MAnAger — Emily Martha Martin It seems that high-quality, concise and business-focused print or digital magazines are v.P. of AudienCe develoPMent & MArketing — June Griffn ProduCtion direCtor — Charlie Cole the top source of information for decision making in the global hydropower industry, The views expressed by contributing authors are those of the individuals according to a recent study into the demographic make-up of those working in the sector. concerned and do not necessarily refect those of HRW or the publishers. This study, by PennWell’s Hydro Group, is based on the readers of HRW-Hydro HRW (ISSN 1072-9542) is published six times in January, March, May, July, September, and November by PennWell Global Energy Group, The Water Tower, Gunpowder Mill, Powermill Lane, Waltham Abbey, Es- Review Worldwide and our sister publication Hydro Review, as well as those visiting sex, EN9 1BN, UK; phone +44 1992 656 600. Printed in the U.K. Ca- nadian GST Registration Number 12681 3153 RT0001. Canada Post HydroWorld.com or attending HydroVision events in the USA, Brazil, Russia and India. International Publications Mail Product (Canadian Distribution) Publi- cations Agreement No. 40029359. @Copyright 2014 by PennWell Corp. Based on these demographics, nearly 80% of those surveyed have more than 10 years (Registered in U.S. Patent Trademark Offce). No part of this periodical may be reproduced without the consent of the publisher. Authorization to of hydro industry-specifc experience and have major responsibilities across the spread photocopy items for internal or personal use, or the internal or personal use of specifc clients, is granted by HRW, ISSN 1072-9542, provided of hydropower projects and companies. that the appropriate fee is paid directly to Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923 USA 508-750-8400. Prior to It is also clear that the need for technical and industry information is high on the list of photocopying items for educational classroom use, please contact Copy- right Clearance Center, 222 Rosewood Drive, Danvers, MA 01923 USA 508-750-8400. Periodicals postage paid at Tulsa, OK and additional priorities, which along with reports on specifc topics are indicated as signifcant drivers mailing offces. Annual subscription rate: US$44 per year. Single cop- ies: US$20. Payments accepted in U.S. funds only. HRW is a subscriber by well over half of all respondents. to Business News Americas news services and incorporates their copy in its news columns. POSTMASTER: Send change of address, other circu- lation information to HRW, PO Box 3264, Northbrook, IL 60065-3264. “HRW” is a registered trademark of PennWell Corp. Return undeliver- able Canadian addresses to P.O. Box 122, Niagara Falls, ON L2E 6S4.
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2 HRW / March-April 2014 www.hydroworld.com
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India buzzes with hydro development activity “The Designs Division of the Department of Water A signifcant amount of activity is occurring in the Indian hydro- Development began a thorough investigation into the Coyne power market. Most recently, India’s Bharat Heavy Electricals et Bellier design report and came up with a cheaper alternative Limited has been awarded a contract worth about US$52 million in the form of a concrete-faced rock-flled dam,” said a report to outft the 206 MW Shahpurkandi project being built in the released in 1998 — the same year in which construction of Tokwe- state of Punjab. Mukosi began. The dam was built by Italy’s Salini and Impregilo. Shahpurkandi, being developed by Punjab State Power Construction of the dam was not completed until 2008. Corporation Limited, will be located in Gurdaspur district down- The Zimbabwe National Water Authority has since said that stream from Ranjit Sagar Dam. The contract includes the design, Tokwe-Mukosi — which is still being built — will not collapse. manufacture, supply, installation and commissioning of electro- mechanical equipment: generating units, transformers, controls Work proceeds at three Russian plants and monitoring systems, and erection and commissioning equip- Development is moving forward at three hydro plants in Russia. ment. The project includes dual powerhouses — one with three In late February, Voith Hydro delivered the frst of six massive 33 MW turbines, and the second with three 33 MW turbines and runners to the 4,500 MW Bratsk plant. Transported by one of one 8 MW turbine. the world’s largest aircraft, the Antonov AN124-100, the turbine In other news, a consortium led by the Abu Dhabi National was manufactured at Voith Hydro’s factory in St. Polten, Austria. Energy Co (TAQA) is expected to close on a pair of hydropower Voith Hydro said the 73 ton runner was transported via air at the projects in Himachal Pradesh state, news sources in Asia report. request of the client, Irkutskenergo, “as it considerably shortened The US$2 billion deal would see TAQA take control of two the time to installation.” unnamed plants with a combined capacity of 1,300 MW from The project, on the Angara River, was commissioned in 1967. India’s Jaiprakash Power Ventures. TAQA would take a major- The plant is owned by OAO EuroSibEnergo and is home to ity interest in the projects, while India’s IDFC Alternatives and 18 turbine generators of 225 MW each. Canada’s PSP Investments will hold the remainder. In addition, work on the 100 MW Gotsatlinskaya plant on the Finally, Greenko has announced its acquisition of the 70 MW Avarskoye River in Dagestan is 75% complete, project developer Budhil plant from Lanco Hydro. The run-of-river project in JSC RusHydro says. When it is complete, Gotsatlinskaya’s dam Himachal Pradesh increases Greenko’s total hydro portfolio to will have a height of 68 meters. RusHydro said in mid-February 245 MW. Budhil’s value is slightly more than US$104 million, the that concrete works at the intake and spillway were in progress, company said. The plant is expected to have a load factor of 57% while construction of a mudslide protection trough and bridge and produce an annual estimated $18.9 million of EBITDA over were nearing completion. Power will be generated by two 50 MW the long term, based on current exchange rates. Francis turbines, both of which have been installed, RusHydro said. Finally, Unit 2 at the 356.4 MW Rybinskaya plant has been Tokwe-Mukosi Dam faws linked to cost cutting replaced, according to equipment manufacturer Power Machines. Changes to the design of Tokwe-Mukosi Dam in Zimbabwe, The modernization project increased the capacity of Rybinskaya made more than a decade ago, could have contributed to the faws (also called “Rubinsk”) by about 10 MW. Power Machines said that caused the displacement of thousands of families earlier this the new 65 MW unit passed tests in December 2013, at which year, according to a report by The Financial Gazette. point separate components and systems were checked under no- In February, more than 4,500 residents in areas downstream load trial runs. The unit was then offcially commissioned after from Tokwe-Mukosi were evacuated following heavy rains in running for 72 hours under load. Zimbabwe’s Masvingo province, after water began leaking through cracks in the dam’s walls. Andritz wins contract for Angola’s 2,070 MW Luaca According to The Financial Gazette, French frm Coyne et Andritz has been awarded a contract to supply electromechanical Bellier was commissioned to provide a study for the dam and a equipment for Angola’s 2,070 MW Luaca plant. The exact value hydropower plant in 1967. The idea was tabled then resurrected of the order was not specifed, although the company said compa- in 1980, and Coyne et Bellier provided further studies in the mid- rable orders have fallen into “the lower three-digit million range.” 1980s. The group proposed a concrete arch dam in 1992, but the Per the award, Andritz will provide six 340 MW Francis tur- design was deemed too expensive by the Zimbabwe government. bines, generators and other equipment. The order was placed by
4 HRW / March-April 2014 www.hydroworld.com
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1403HRW_5 5 3/14/14 2:56 PM Angola’s Empresa Nacional de Electricidade via Construtora Pakistan’s Secretary of Economic Affairs Division, Nargis Sethi, Norberto Odebrecht. the declaratory statement adds to recent funding received from The Lauca project will be on the Kwanza River between the Germany’s Kreditanstalt fur Wiederaufbau (KfW) bank. EIB said existing Cambambe and Capanda complexes and is part of a it is providing the loan under its current lending mandate for Asia continuing effort by the government to increase the country’s and Latin America. hydroelectric capacity. Andritz said the project is scheduled for Keyal Khwar, on the Keyal River in the Khyber Pakhtunkhwa commissioning at the end of 2017. province, is being developed by the Water and Power Development Authority (WAPDA). Construction is expected to take four years. Alstom supplying equipment for Georgia’s Shaukhevi In other news, Voith Hydro of Germany and Voith Hydro An Alstom-led consortium has been awarded a US$41.23 million Shanghai have been awarded a joint contract to supply electro- contract to equip the 178.6 MW Shaukhevi plant. Alstom’s share of mechanical works for the 1,410 MW Tarbela 4 project extension the contract is worth about $27.5 million and includes the supply on the Indus River. Offered by WAPDA, the US$312 million and installation of two 89.3 MW vertical Francis turbines, gover- contract indicates Voith will provide three vertical-shaft Francis nors, spherical-type main inlet valves, three-phase generator step- turbines and 470 MW generators, main inlet and relief valves, up transformers, a 220 kV gas-insulated switchyard, an overhead generator transformers, 500 kV SF6 circuit breakers, switchgear, crane and mechanical and electrical balance-of-plant equipment. control instrumentation, supervisory control and data acquisition The project, on the Adjaristskali River in the Adjara region, systems, and other associated powerhouse equipment. is being developed by Adjaristsqali Georgia LLC, Norway’s The Tarbela 4 extension will add a fourth powerhouse to the Consortium of Clean Energy Invest AS, the International 3,478 MW Tarbela project. The World Bank is reportedly provid- Financing Corporation, and Tata Power Company Limited of ing US$840 million of the expansion’s US$928 million price tag. India. The cascade project will eventually include the 150 MW Koromkheti, 65 MW Khertvisi and 10 MW Skhalta facilities. Statkraft reveals hydro rehab plan in quarterly report Shaukhevi, which is expected to supply energy to both Georgia Norwegian state-owned utility Statkraft has announced its inten- and Turkey, represents one of Georgia’s largest foreign direct tion to invest nearly US$2 billion through 2018 for upgrades investment projects to date. and modernization to its hydroelectric power feet. The com- pany announced the program in its quarterly statement that was Hydropower prominent part of Africa’s energy future released in early February. A meeting between high-level leaders from Africa and Europe Statkraft said the rehabilitation works are primarily intended has established the goal of providing energy access to 100 million to extend the life of its hydropower plants, meaning increases Africans by 2020, and hydroelectric power will play a key role. to the company’s cumulative hydropower output will likely be The meeting of the Africa-European Union Energy Partnership insignifcant. The report shows that hydropower accounted for included more than 450 participants from 40 countries, at which the about 95% of Statkraft’s total output in 2013. The company has AEEP announced its goal of creating 10 GW of new hydropower. hydroelectric assets in Norway, Finland, Sweden, Germany, the “The Africa-EU Energy Partnership is a bold initiative founded UK, Peru, Chile, Brazil, Sri Lanka, India and the Philippines. on a simple fact: namely, that energy is fundamental to develop- ment,” said Andris Piebalgs, Commissioner for Development World’s largest hydroelectric event three-peats as Cooperation with the European Commission. “Fastest 50” recipient Per recommendations established during the meeting, AEEP HydroVision International, the world’s largest event dedicated said it hopes to “reinforce the dialogue between policy-makers and to the hydroelectric power industry, has been recognized for the stakeholders from the private sector, civil society and academia on third time by Trade Show Executive as one of the fastest-growing topics corresponding to the Africa-EU Energy Partnership 2020 tradeshows in the USA. targets: energy access, renewable energy market development, The “Fastest 50” award is determined based on the event’s net energy effciency and cross border interconnections.” square feet of exhibit space sold and the number of participating While offcials said this frst meeting focused more on estab- exhibitors. HydroVision International 2013 — held in Denver, lishing broader goals, AEEP said the next one will be “directed Colo. — boasted more than 3,100 attendees from 53 countries. foward shaping a forward-looking vision for energy cooperation” Represented at the HydroVision International event were large and “to delivering concrete results.” and small hydropower producers; project developers; construc- tion, law, consulting, engineering and fnancial frms; equipment Pakistan: project funding and plant expansion manufacturers and suppliers; policy-makers and regulators; The European Investment Bank has granted a US$137 million resource agencies; and other non-governmental organizations. loan to Pakistan to build the 128 MW Keyal Khwar project. HydroVision International 2014 takes place July 22-25 in Signed by EIB Vice President Magdalena Alvarez Arza and Nashville, Tennessee, USA (www.hydroevent.com).
6 HRW / March-April 2014 www.hydroworld.com
1403HRW_6 6 3/14/14 2:56 PM The people of Fiji are now saving more the $20 million (U.S.) a year on energy after investing in the Nadarivatu Hydropower Station located on the island of Viti Levu. MWH paired with the Fiji Electricity Authority to complete this 42 MW project, which is now providing clean renewable energy to remote communities of the island for the first time, bringing the nation of Fiji one step closer to their energy independence goals.
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1403HRW_7 7 3/14/14 2:56 PM Sediment Management for Rangit Dam in India Rangit River, a major tributary of River Teesta, in the Eastern Himalaya supplies the 60 MW Rangit Hydro Power Station which was commissioned in February 2000 by NHPC. However, the river transports a large quantity of silt with its water during the monsoon months of May to September and during an incident in 2006 the project’s powerhouse was fooded.
t around midnight on July 11, 2006, the gates and dam was reviewed. A distinct change of By Siba Prasad Sen ARangit River brought a food of 1405 cumec operation procedure of the intake gates and spill- peak with sediment concentration of 51.5 kg/cumec ways was made. This led to dramatic improvement (kilogram/cubic meter/second) to the powerhouse in performance and operation of the powerhouse and the three machines which were generating at though reduced the peak power generation capac- full power. Sediment, along with trash, entered in ity to some extent. However, annual damage to the different parts and components of the turbines, ogee spillway and downstream stilling basin could cooling water system, valves, etc choking them all. not be mitigated fully as the concentration and char- Having stopped generation, the cleaning opera- acteristics of sediment fow over the spillway could tion was started but two days later on the 13th not be reduced. while cleaning a valve, water fow suddenly started through it. The jammed valve could not be closed Power station general information and the powerhouse was subsequently fooded up The Rangit Hydropower Station was built by to the service bay level. The powerhouse could be NHPC Ltd on the Rangit River, a major right bank
This article is an extract brought back to operation only by the middle of tributary of the Teesta River in the Eastern Himalaya
based on a presentation October and heavy losses were incurred in power in Sikkim. The river arises from the Talung glacier
by Siba Prasad Sen, a generation as well as damage to the turbines and and it meets the Teesta river at Melli after travelling
hydropower consulatant generators. 61 kilometers from its source. At the dam site, the
and former Director To reduce the probability of such catastrophe catchment area drained is 979 square kilometers.
Technical, NHPC Ltd. in the future, the operation procedure of spillway Rain-fed catchment is 712 square kilometers and
8 HRW / March-April 2014 www.hydroworld.com
1403HRW_8 8 3/14/14 2:56 PM the balance area is snow fed above a snow It is apparent that there is no correla- dam itself. Spillways and the major part line contour of 4,570 meters. Elevation tion between annual sediment and annual of the stilling basin were repaired before of the catchment varies from about 600 discharge, which makes the sediment fow the ensuing monsoon i.e. May 2006. High meters to about 7,338 meters. Around 360 prediction or forecasting during monsoon performance concrete with micro-silica metres upstream of the dam, the Rangit practically impossible. However, though was used as the top surface in a layer about meets another river, the Rothangchu. Both such high sediment load was not estimated 500 mm thick. The remaining part of the the Rangit and Rothangchu rivers carry during design stage of the project, the stilling basin was repaired during the dry large quantities of sediment, mainly dur- intake structure was provided with two season of early 2007. ing monsoon months. The Rangit dam is intake gates at different levels. a concrete gravity dam of 50 metres high Spillway crest level of the dam is 620 Powerhouse fooding and over its deepest foundation. It has three m, lower intake crest level is 621.50, and damage: July 2006 spillways with gates. The width of each crest of upper intake is 632.50. The mon- On 11 July 2006 the high discharge food spillway bay is 9 metres, and total width soon discharge sees substantive water and with its very high sediment concentration of the spillway opening is 39 metres. The sediment fows through the spillway, and came suddenly and meant that the lower spillway is designed for a food of 2725 results in high concentration of sediment intake gate could not be closed immedi- cumec (cubic meter/second) at full res- fow in the level of the lower intake. ately. Flood water along with wooden logs, ervoir level (FRL). The dam has a gross River Rangit is almost across from the silt and debris which could pass through storage of 1.06 million cum (cubic meter). intake and carries the larger share of sedi- the trashrack entered the head race tunnel. The live storage as per a 2006 post mon- ment brought by the two rivers to the dam. It choked both the desilting basins. A high soon reservoir survey is 0.983 million cum. Moderation of concentration of variation content of sediment and mud also reached The reservoir is small but has two limbs of of sediment in the reservoir does not take the powerhouse through the tunnel. As about 1 km length each extended to both place due to the short distance between the a result, all the hydro components of the the Rangit and Rothangchu. The intake intake and the confuence of the rivers as powerhouse got choked and pressure in structure for the power tunnel is located well as the short length and small depth of main inlet valve (MIV) started falling. in the left bank of the dam and river. The the reservoir, whose dead storage space is With the choking of the cooling water head race tunnel (HRT) is 3 km long and almost flled by sediment deposits. system, all three generating units were shut carries a design discharge of 56 cumec. At Furthermore, the spillway also was bearing down at 1.30 AM. It is understood that the the end of the tunnel and the surface pen- the brunt of such sediment fow in each reason for such high sediment fow with stock, the surface powerhouse is located at monsoon period. Petrography analysis high debris and logs was due to the burst- the bank of the River Rangit. With three of sediment indicated that about 65% of ing of a natural dam formed about 16 km units of 20 MW each, the total generating sediment has quartz as its main compo- upstream. capacity of the project is 60 MW. The proj- nent. This fow of sediment was inficting On July 13 a jammed open strainer ect was commissioned in December 1999/ signifcant damages on turbine parts such isolating valve saw the water level start to February 2000. as runners, guide vanes, labyrinth, bottom rise. Within four hours, the powerhouse seals and other underwater components up to the service bay level was submerged. Flow characteristics and clogging the cooling water pipes and Consequently, a number of components Between 70 to 80% of the total fow takes system. Sediment was also causing large got submerged including the drainage/ place during the monsoon months, i.e. June scale damages to the ogee and glacis of the dewatering pump and their control panel, to September. If the pre-monsoon month spillway and the stilling basin. main inlet valve, turbine, stator, rotor, and of May is added, the fow percentage would The damage to the spillway and stilling the excitation panel of all units, among reach as high as 85%. Average annual basin was much more toward the left hand others. sediment load as estimated during project bays of the glacis and stilling basin. Due The complete powerhouse was dewa- design is 2.69 million tons. However, the to a sharp angle of confuence of the river tered and cleaned of silt by August 13. observed sediment load since 2006-07 is Rothang where it meets the Rangit, the Action for restoration of the powerhouse much more, ranging between 3.8 million fow and more of the sediment infow with was taken up with involvement of BHEL, tons to 17.28 million tons. higher inertia tends to adhere to the left the manufacturer of machines and ancil- It appears that, while during the mon- bank. This caused asymmetrical damage to liary components. Restoration activity soon months 70% to 80% of river discharge the spillway and also more sediment enter- included, for example, cleaning of the sta- fows through the river, it carries with it ing in the intake, being located in the left tor, rotor and generating parts including 90% to 98% of sediment load during this bank. The damage to the stilling basin was air blowing, cleaning/fushing out of water period. This makes the operation of dam so severe that it was considered to have lines, stator coolers and bearing coolers and powerhouse a diffcult job. become a danger to the stability of the and pressure testing. For the turbines,
www.hydroworld.com March-April 2014 / HRW 9
1403HRW_9 9 3/14/14 2:56 PM work included restoration of govornors and replacement of shaft seals. NHPC powerhouse team worked almost 24 hours continuously to restore generation. All three units were operational by October 18. www.sealsunlimited.com Due to this disaster, NHPC lost about US$7 million in power Hillsboro, Oregon generation and about US$1 million in restoration and damage repair works.
Remedial measures It was understood that due to a number of limitations, the Rangit Power station is vulnerable to high sediment fow in the river and also in the head race tunnel through the two-tier intake. Signifcant factors include the small reservoir capacity and that both the rivers Rangit and Rothangchu transport high sediment loads during the monsoon season and sometimes with unusually high concentrations. Furthermore, the lower intake being close to the spillway level, i.e., almost the sedimented reservoir bed level, sediment in high proportion can enter into the intake easily as a proportionately large fow will be drawn through the lower intake. The high concentration of sediment chokes the desilting basin, cooling water system and damages the underwater parts, affecting the running of the powerhouse, sometimes with catastrophic effects. Many alternative solutions to this problem were explored, including a proposal to close down the low level intake during monsoon months. Hydraulics of the intake were examined. The full reservoir level is at 639 m and upper intake crest is at 632.50 m. It was found that drawing the full design discharge through the upper intake will increase head- loss through the intake by 0.2 to 0.3 m and this can be compensated for by increasing the full reservoir level by about 0.12/0.15 m and also increasing the discharge by a small percentage of the design discharge. Flow was otherwise found to be smooth. The designer conceived two levels of intakes while adopting the fol- lowing operational rules for the intake and spillway gates: 1. During monsoon or high fow periods all three spillway gates are to be opened equally so that no uneven distribution of water and sedi- ment takes place in the dam and, more importantly, in the stilling basin. 2. During the months from May 1 to September 30, the lower intake gate should be kept closed irrespective of sediment load travelling through the river. 3. As the river discharge increases during monsoon intermittently, the powerhouse should be closed and all spillway gates should be opened allowing drawdown in the reservoir for sediment fushing as per a number of procedures. For example, during June, fushing is to be carried out when river discharge crosses 200 cumec. One fushing should be carried out irrespective of river discharge. During July, fushing is to be carried out when river discharge crosses 400 cumec and if June discharges do not cross this mark, then one fushing should be carried out in July irrespective of discharge. In each case, during the last hour of fushing, the lower gate of the intake is to be opened and sediment which has accumulated adje- cent to this gate should be removed through the spillway and desilt- http://hrw.hotims.com RS #xx ing basin, keeping all the gates of the desilting basin open. Then the lower gate is to be closed.
http://hrw.hotims.com RS #5 www.hydroworld.com
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1403HRW_11 11 3/14/14 2:56 PM 4. After September 30 the lower intake improvement in machine availability. bring back the powerhouse in the normal gate may be opened but after October Regarding damage to the spillway generation mode, but a large revenue loss 31 should be kept open so that peak and stilling basin, this continued but at a was incurred. power can be generated. During the much reduced scale due to the use of high In this circumsance, an alternative solu- monsoon when the intake is drawing performance concrete with micro-silica. tion for the safe operation of the dam and the design discharge or more than 75% Minor repairs were required in the post powerhouse was explored. A far from ideal of the design discharge, both the lower 2010 monsoon and post 2012 monsoons. alternative, based on an advanced forcast- and upper intake gates shall be kept Further research on high-performance ing system for operations at the dam, fully open for smooth fow with mini- concrete for developing erosion- and was rejected as a solution due to many mum head loss. This is to be done until cavitation-resistant concrete surface is limitations. sediment concentration in the fow is very much required. Subsequently, a review of the operating less than 5 kg/cumec. procedure of the dam and powerhouse 5. As the sediment concentration in the Summary was performed and new guidelines were fow reaches 5 kg/cumec and more, the Rangit Dam and its powerhouse has implemented under the existing condi- lower gate of the intake is to be closed. abundant water fow and also sediment tions of operation based on dam site data This would lead to some additional discharge. The project appears to be under observation. This resulted in substantive head loss. designed as far as capacity of the genera- improvement of the overall performance. tion is concerned. The new guidelines are also expected to Post food performance However, it is a diffcult power station take care of evantualities such as the July In 2007-08 repair work for the underwater to operate in view of very high sediment 2006 food. parts, which was left over from the previ- fow during the monsoon with capacity However, erosion and cavitation dam- ous year, was undertaken and completed. of the reservoir being small. In July 2006, age to the spillways is an issue for which Hence the capacity index during the year a catstrophic food with large sediment some progress has been made by use of remained almost the same as the pre-disas- concentration caused havoc to the power high-performance concrete with micro- ter year. But from 2008-09 onwards, the station and dam. Determined efforts by silica and further on-site research is very performance of Rangit has seen a dramatic the team of engineers and tecninians could much required. ■
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1403HRW_13 13 3/14/14 2:56 PM ICOLD Preview
ICOLD 82nd Annual Meeting: Dams in Global Environmental Challenges
Professionals in dam design, construction, maintenance and hydroelectric generation will be offered a series of educational seminars, tours of Indonesian hydro facilities and a trade exhi- bition during the International Commission on Large Dams’ 82nd Annual Meeting, to be held June 2-6 in Bali, Indonesia.
embers of the International Commission on — Water quality management, including By Basuki Hadimuljono MLarge Dams (ICOLD) will convene in Bali, assessment of sedimentation in the reservoir, bio- Indonesia, June 2-6, 2014, for the organization’s geochemical balance disturbances, and modeling; 82nd Annual Meeting, where the focus is “Dams in — Catchment area management for sustainable Global Environmental Challenges.” development, including land use planning, sedi- In addition to the annual assembly of ICOLD ment control, public participation, and assessment members, the event includes a one-day symposium of catchment erosion; on Monday, June 4, where experts will present their — Challenges in dam safety policy and imple- research in a number of important areas. The 25 mentation, monitoring and early warning systems, ICOLD technical committees will also meet to com- risk analysis and management, inspection and instru- pile and share knowledge gained in dam design, ment monitoring; and construction, maintenance and operation. — Dam operation in connection with The annual meeting is also offering climate change, including adaption and technical tours for delegates to take in mitigation of climate change; the role and around Bali. The exhibition por- dams play in food, energy, and water tion of the event will feature companies security; food and drought analysis; from all over the globe promoting their and revitalization of existing dams products and technologies. Social events and reservoirs. are scheduled for delegates to build new rela- Papers will be presented orally by authors or tionships while enjoying local cuisine and culture. displayed as posters in the lobby.
Symposium Technical committee workshops This year’s symposium will focus on the role and Two technical committee workshops are organized impact of dams in global environmental challenges. on June 2, where the committees will start their work The symposium is organized to give as many and then submit bulletins at the general assembly opportunities to present papers as possible. Experts for approval. will be asked to present the latest development in their felds of expertise and to give their views on State-of-the-art workshops key issues raised. Each technical committee will frst meet in a work- The presentations will cover seven broad topics shop setting. All members of the technical commit- within this focus, all of which speak to the impor- tees make short presentations that summarize their tance of critical infrastructure in regards to environ- personal contributions to the technical committee as
Basuki Hadimuljono, mental management and protection: experts in their countries and based on their profes-
PhD, is the president of — Social and environmental aspects of dams, sional experiences. These workshops are open to all
the Indonesian National such as the effects of greenhouse gases, public par- participants. The discussions give valuable input for
Committee on Large ticipation, and land acquisition and resettlement; the future work of the technical committees.
Dams, which is hosting the — Engineering issues in dam development,
International Commission including management of and instrumentation for Final knowledge transfer workshops
on Large Dams’ 2014 aging dams, dam safety, and natural dams; At the end of the preparation of the bulletin,
annual meeting. — Challenges in tailing dam projects; each technical committee organizes a workshop
14 HRW / March-April 2014 www.hydroworld.com
1403HRW_14 14 3/14/14 2:56 PM Looking towards the future.
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