Turkey Coruh Basin

Total Page:16

File Type:pdf, Size:1020Kb

Turkey Coruh Basin CORUH RIVER DEVELOPMENT PLAN International Workshop on Transboundary Water Resources Management Tbilisi, Georgia 8-10 December 2009 Ubeyd Sezer Geological Engineer U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 1/17 CORUH RIVER BASIN The Coruh (or Chorokhi in Georgian) River Basin located in the NE part of Turkey, near the boundary between Turkey and Georgia It rises from the Mescit Mountain Range (highest peak 3255 m) in Turkey and flows into the Black Sea in Batumi, Georgia U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 2/17 Çoruh Basin Catchment's Area (approximately) In Turkey 19 872 km2 In Georgia 2,090 km 2 Mean Annual Water Potential 6,824 hm 3 Annual Sediment Load 5,8 million m³ Total length of the river 431 km In Turkey 410 km In Georgia 21km U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 3/17 CORUH RIVER BASIN CLIMATE • The Climate of the Coruh River Basin is continental and Black Sea climatic conditions • Climate varies greatly due to; • high mean elevation of the land (1 132 m) and • the influence of the mountainous areas running parallel to the coast line • Mean annual rainfalls varies between 250 mm- 2650 mm U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 4/17 PRECIPITATION i r h e N h u r o i Ç s e r e D k ı c n a d y Sundura Deresi e M İçkale Deresi resi l De iske Şa ev ı vş at ı D y De y a res i a Ç i s Ç a e l t r u er e rg B D u e M r t s i p 2600mm -2650 mm a K Çayı Bulanık 685mm-700 mm i r h e N h u r ı o y Ç a Ç l a h r a B KS (DSI), TURKEY 5/17 Oltu Çayı i r h ı 250mm-300 mm e y N a Ç h u r o m u Ç t r o T iir r p ss İİ U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WOR CORUH RIVER HYDROLOGY Drainage area in Turkey :19 872 km 2 Mean annual run-off : 6,824 hm 3 Mean, maximum and minimum flows (at Kar şıköy flow gauging station near Muratlı Dam) Mean : 200 m 3/s Maximum : 2,431 m 3/s Minimum : 38 m 3/s About 85% of the total annual flow in Coruh River concentrated in three months period from May to July U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 6/17 Mean discharges of Coruh River and its tributaries ri h Kapistree DeresiÇoruh Nehri N hOrt. 25 m 3/s Đçkale Deresi ru o Coruh River 3 Ç Ort . 7 m /s Mean 200 m 3/sn i s e r e Kapistre Deresi D Đçkale Deresi e 3 r Ort. 7 m /s Deviskel Deresi 3 t Ort . 15 m /s s i 3 p Ort . 14 m /s a K ı l Çay Murgulur gDeresiu Ort.M 12 m 3/s DDeviskel Deresi eviskel Ort. 14D em re3s/si Berta Çayı Ort . 27 m 3/s Berta Çayı Murgul Deresi ay ı 3 Barhal Çayı rOrt.ta Ç 27 m /s 3 Be Ort . 16 m 3/s Ort . 12 m /s Ş av B şa ul t anı D k Ç e ayı re ı s y i Barhal Çayıa Ç i r Bulanık Çayı Ort. 16 m 3l /s h a e Ort. 7 m 3/s h N r h a ru B o Ç Bulanık Çayı 3 ri Ort . 7 m /s eh N ruh Ço O l tu Ç a y ı Oltu Çayı r ı 3 ir y Ort . 20 m /s İsp a Ç m Oltu Çayı u 3 rt Ort. 20 m /s Tortum Çayı o T Tortum Çayı 3 Ort. 15 m 3/s U. Sezer Ort . 15 m /sGENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 7/17 CORUH RIVER WATER QUALITY • Water quality in the main course and tributaries of the Coruh River measured and analyzed regularly from existing stations • According to Turkish Inland Water Quality Standards (derived from Water Pollution Control Regulation) Water Quality of Coruh River generally Class I and Class II (Unpolluted and Less polluted water body) • General Pollution Sources: Households, municipal wastewaters and dump sites U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 8/17 CORUH RIVER BASIN ÇORUH BASIN DEVELOPMENT PLAN • Çoruh River is one of the significant water resources of Turkey, especially in terms of hydropower potential • The preliminary study for development plan started in 1962 by General Directorate of Electrical Power Resources Survey and Development Administration (EIA), • The Master plan for hydropower development of Çoruh River was prepared in 1982 • In the master plan and subsequent studies various options were considered for the Coruh River Development Plan and as a result 10 hydropower projects in series along the main river in a cascade style were proposed on the main course of Coruh River U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 9/17 LALELĐ HEPP LONGITUDINALPROFILE OF 245 GWh 99 MW THE CORUH RIVER DEVELOPMENT PLAN In operation ĐSPĐR HEPP 969 Under Investment program million m3 327 GWh 54 MW Planning Stage GÜLLÜBAĞ HEPP 367 285 GWh million m 3 84 MW Barhal Kolu AKSU HEPP 20 344 GWh ALTIPARMAK HEPP 3 million m 120 MW 200 GWh Oltu Kolu 50 MW OLUR HEPP 184 ARKUN HEPP 170 GWh 788 GWh million m 3 60 MW 222 MW AYVALI HES * 336 GWh Berta Kolu 1 420 m 283 YUSUFELĐ HEPP 125 MW million m 3 1 705 GWh * BAYRAM HEPP 540 MW 265 GWh 81 MW *BAĞLIK HEPP 133 238 GWh 2 130 millon m 3 * ARTVĐN HEPP 67 MW million m 3 1 026 GWh 7,3 Laleli Dam Max. water level : 1,480 m 332 MW millon m 3 Muratlı Dam Thalweg level: 60 m 167 3 DERĐNER HEPP Total volume of reservoirs: 6,72 billion m million m 3 2 118 GWh 670 MW 1 969 BORÇKA HEPP Installed Capacity : 2, 236 MW million m 3 1 039 GWh 300 MW (for dams on main course) MURATLI HEPP Energy generation : 8,320 GWh/year 419 444 GWh million m 3 115 MW 75 million m 3 Upper Çoruh Middle Çoruh Lower Çoruh U. Sezer GENERAL DIRECTORATE OF410 STATE km HYDRAULIC WORKS (DSI), TURKEY 10/17 CORUH RIVER DEVELOPMENT PLAN U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 11/17 MURATLI DAM AND HYDROPOWER PLANT It is located 100 metre upstream from the border Type of dam : Rock fill Height oh the dam : 49 m Purpose of the dam Energy Mean annual flow : 6 billion m³ : : Installed Capacity 115 MW Total Energy 444 GWh/Annual Reservoir Volume : 75 million m³ UNDER OPERATION SINCE 2005 Dead Volume : 55 million m³ Active Volume : 20 million m³ U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 12/17 BORÇKA DAM AND HYDROPOWER PLANT Installed capacity 300 MW Reservoir volume 419 million m 3 Total energy 1 039 GWh/annual In operation 2007 U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 13/17 D E R İ N E R DAM AND HYDROPWER INSTALLATIONS U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY April 200914/17 CORUH RIVER BASIN ENVIRONMENTAL IMPACT ASSESSMENT (EIA) • Environmental Impact Assessment Report (EIA) for Yusufeli Dam was prepared by ENCON in 2006 to fulfil the requirements of international standards, • The EIA Report Assess in detail: The effects of the project on the natural and socio-economic environment, The respective mitigation measures including resettlement action plan U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 15/17 CORUH RIVER BASIN CONSULTATION AND COOPERATION BETWEEN TURKEY AND GEORGIA • Consultation between Turkey and Georgia regarding the hydropower development on Coruh River were started in 1996 with construction preparations for Deriner Dam. • Since then Turkish and Georgian experts have been conducting joint studies that will serve to identify, monitor and evaluate changes, which may occur over time in the downstream of Coruh projects on the Georgian section of the river, including the mouth of the river and the Black Sea Coastline U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 16/17 THANK YOU U. Sezer GENERAL DIRECTORATE OF STATE HYDRAULIC WORKS (DSI), TURKEY 17/17.
Recommended publications
  • Deriner Dam, Artvin, Turkey
    SHARING SUCCESS Deriner Dam, Artvin, Turkey Deriner Dam, located in Artvin, North Eastern Turkey, is 249 metres high and features a double-curvature concrete arch. It is the tallest dam of any kind in Turkey and ranks in the top 10 of the highest concrete dams in the world. Its purpose: hydropower. BACKGROUND the world at the time and, in terms of volume, SUCCESS FACTORS About one-fifth of the world’s electricity is pro- remains the largest embankment dam in Pöyry’s work at Deriner Dam required a duced in hydropower stations. It’s an efficient Turkey today. high-level of partnership: with DSI and and sustainable way of generating power. The a number of other firms that formed the General Directorate of State Hydraulic Works CLIENT CHALLENGE contractor’s consortium. (DSI) in Turkey has a mission1: “to develop all The full scope of the project included con- A clear governance model was water and land resources in Turkey…wisely struction of a double curvature arch dam, established that enabled seamless col- using natural resources.” In 1969, a survey diversion tunnel, underground powerhouse, laboration and project of the energy potential of the Coruh River two completely separate spillway concepts transparency between the client, Pöyry was carried out, and the construction of the and infrastructure including access roads. and our consortium partner, Dolsar Engi- Deriner Project commenced almost three Construction began in 1998 and held a neering Inc Co. decades later. number of daunting challenges: the site was situated in a remote, mountainous region. “Because Deriner presented so many In 1987, DSI awarded Pöyry as a key partner challenges, it was important for us to for the project based on their ability to handle The spillway structures had to safely manage partner with a company that brought new the complexities and scale involved with the large design floods.
    [Show full text]
  • Status and Protection of Globally Threatened Species in the Caucasus
    STATUS AND PROTECTION OF GLOBALLY THREATENED SPECIES IN THE CAUCASUS CEPF Biodiversity Investments in the Caucasus Hotspot 2004-2009 Edited by Nugzar Zazanashvili and David Mallon Tbilisi 2009 The contents of this book do not necessarily reflect the views or policies of CEPF, WWF, or their sponsoring organizations. Neither the CEPF, WWF nor any other entities thereof, assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, product or process disclosed in this book. Citation: Zazanashvili, N. and Mallon, D. (Editors) 2009. Status and Protection of Globally Threatened Species in the Caucasus. Tbilisi: CEPF, WWF. Contour Ltd., 232 pp. ISBN 978-9941-0-2203-6 Design and printing Contour Ltd. 8, Kargareteli st., 0164 Tbilisi, Georgia December 2009 The Critical Ecosystem Partnership Fund (CEPF) is a joint initiative of l’Agence Française de Développement, Conservation International, the Global Environment Facility, the Government of Japan, the MacArthur Foundation and the World Bank. This book shows the effort of the Caucasus NGOs, experts, scientific institutions and governmental agencies for conserving globally threatened species in the Caucasus: CEPF investments in the region made it possible for the first time to carry out simultaneous assessments of species’ populations at national and regional scales, setting up strategies and developing action plans for their survival, as well as implementation of some urgent conservation measures. Contents Foreword 7 Acknowledgments 8 Introduction CEPF Investment in the Caucasus Hotspot A. W. Tordoff, N. Zazanashvili, M. Bitsadze, K. Manvelyan, E. Askerov, V. Krever, S. Kalem, B. Avcioglu, S. Galstyan and R. Mnatsekanov 9 The Caucasus Hotspot N.
    [Show full text]
  • Cooperation on Turkey's Transboundary Waters
    Cooperation on Turkey's transboundary waters Aysegül Kibaroglu Axel Klaphake Annika Kramer Waltina Scheumann Alexander Carius Status Report commissioned by the German Federal Ministry for Environment, Nature Conservation and Nuclear Safety F+E Project No. 903 19 226 Oktober 2005 Imprint Authors: Aysegül Kibaroglu Axel Klaphake Annika Kramer Waltina Scheumann Alexander Carius Project management: Adelphi Research gGmbH Caspar-Theyß-Straße 14a D – 14193 Berlin Phone: +49-30-8900068-0 Fax: +49-30-8900068-10 E-Mail: [email protected] Internet: www.adelphi-research.de Publisher: The German Federal Ministry for Environment, Nature Conservation and Nuclear Safety D – 11055 Berlin Phone: +49-01888-305-0 Fax: +49-01888-305 20 44 E-Mail: [email protected] Internet: www.bmu.de © Adelphi Research gGmbH and the German Federal Ministry for Environment, Nature Conservation and Nuclear Safety, 2005 Cooperation on Turkey's transboundary waters i Contents 1 INTRODUCTION ...............................................................................................................1 1.1 Motive and main objectives ........................................................................................1 1.2 Structure of this report................................................................................................3 2 STRATEGIC ROLE OF WATER RESOURCES FOR THE TURKISH ECONOMY..........5 2.1 Climate and water resources......................................................................................5 2.2 Infrastructure development.........................................................................................7
    [Show full text]
  • Salmon/Dams/Page 1
    salmon/dams/page 1 Yusufeli dam and the river Çoruh: an indefinable asset (1200 words) “Neither you, nor I, nor anyone else, knew it well enough to insist that at all costs it should endure.” Thus David Brower, founder of Friends of the Earth, looking back on the damming of the Colorado River’s Glen Canyon in the USA in 1963. If the Colorado River was not well enough known, what chance does the Çoruh in north-eastern Turkey stand? Two dams are already operational; another twenty-seven are planned. The biggest and most environmentally destructive will be close to the little town of Yusufeli. Does it matter? Turkey needs more power. First, the area is one of outstanding natural beauty: “one of those existing but perhaps indefinable assets” that Turkey has been all too ready to destroy in its gallop to match European standards of living, as Brian Sewell puts it in his Turkish travelogue, South from Ephesus. The Çoruh marks the southern limit of the Kaçkar mountains that drop into the Black Sea behind the legendary town of Trebizond. Its gorges form a little corridor of Mediterranean warmth that makes possible even the growing of olives. Downstream from Yusufeli the gorges are rocky and narrow. Upstream the alluvial banks support rice paddies and stands of poplars, the emblematic tree of central Asia. And high on the slopes of these valleys, where the forest gives way to flower-strewn meadows, are tiny villages of stone and wooden chalets, whose inhabitants, some permanent, some seasonal, live in semi-self- sufficiency from their cows, fruit trees, honey and vegetable gardens – and, to a growing extent, from the slowly burgeoning, eco-friendly and sustainable tourism of walkers, nature-lovers and white-water rafters who come for the Çoruh rapids.
    [Show full text]
  • The Methods Used in Monitoring of Large Dams in Turkey
    ©2020 Published in 8th International Symposium on Innovative Technologies in Engineering and Science 23-25 October 2020 (ISITES2020 Bursa - Turkey) https://doi.org/10.33793/acperpro.03.01.51 The Methods Used in Monitoring of Large Dams in Turkey Haluk BALI1*, Salih ALCAY2 1 The General Directorate of State Hydraulic Works, 5. Regional Directorate, 56. Division Office, Kırıkkale, Turkey, 2 Necmettin Erbakan University, Engineering and Achitecture Faculty, Geomatics Engineering Department, Konya, Turkey. Abstract Turkey is a very rich country in terms of water resources. However, in order to use these resources efficiently, water must be stored safely. In this context, the best form of storage is the construction of dams. In our country, large dams, which are among the world's important dams, are being built. Although there are many advantages of large dams, the loss of life and property will be so great in case of a possible deformation or destruction. The fact that dams are under the influence of various forces, as well as being located in the earthquake zone of our country, necessitates continuous monitoring of our dams. Dams are generally monitored using geodetic methods and geotechnical devices. However, mostly details of these two methods are evaluated separately in dam monitoring. Evaluating the results of both methods together is very important for the comprehensive monitoring of the dam and the correct interpretation of possible deformations. In this study, large dams in our country and monitoring studies carried out by using geodetic and geotechnical methods in these dams are given in detail. Key words: Dam, Deformation Monitoring, Geodetic, Geotechnical 1.
    [Show full text]
  • The Master Plan Study on Participatory Watershed Rehabilitation in Coruh River in the Republic of Turkey
    JAPAN INTERNATIONAL COOPERATION AGENCY (JICA) REPUBLIC OF TURKEY, MINISTRY OF ENVIRONMENT AND FORESTRY (MEF) THE MASTER PLAN STUDY ON PARTICIPATORY WATERSHED REHABILITATION IN CORUH RIVER IN THE REPUBLIC OF TURKEY FINAL REPORT APPENDIX JANUARY, 2004 PACIFIC CONSULTANTS INTERNATIONAL RECS INTERNATIONAL INC. ExchangeRate (August, 2003) US$ 1.00 = TL 1,500,000 TL 1,000,000 = US$ 0.67 US$ 1.00 = Yen 120 THE MASTER PLAN STUDY ON PARTICIPATORY WATERSHED REHABILITATION IN CORUH RIVER IN THE REPUBLIC OF TURKEY FINAL REPORT APPENDIX CONTENTS A Natural Conditions and Soil Conservation B Forest Resources and Forest Management C Socio-Economic Conditions D Agriculture E Livestock and Rangeland Management F Institution G Environmental Considerations H Remote Sensing and GIS I Project Monitoring and Evaluation J Micro-Catchment Planning and the Master Plan A. Natural Conditions and Soil Conservation CONTENTS A.1 INTRODUCTION A1.1 The Purpose of this Working Paper A- 1 A1.2 Field Studies A- 1 A1.3 Data Collection A- 2 A1.4 Responsible State Agencies A- 2 A1.5 Forest Villages and Soil Conservation A- 2 A.2 NATURAL CONDITIONS IN THE CORUH RIVER CATCHMENT A2.1 Topography A- 4 A2.2 Climate A- 8 A2.3 Geology A-12 A2.4 Hydrology A-17 A2.5 Soils A-20 A2.6 Land Capability A-27 A2.7 Soil Erosion A-29 A2.8 Correlations between Slopes, Geology, Soils, Land Capability and Soil Erosion in the Coruh River Catchment A-38 A2.9 Dams and Sedimentation A-41 A.3 ISSUES, POLICIES, STRATEGIES, MEASURES, CONSTRAINTS AND OPPORTUNITIES FOR SOIL CONSERVATION IN THE CORUH RIVER
    [Show full text]
  • VI. International Symposium on Ecology and Environmental Problems
    th 6 INTERNATIONAL SYMPOSIUM ON ECOLOGY AND ENVIRONMENTAL PROBLEMS VI. International Symposium on Ecology and Environmental Problems Ali Erdoğan, Tamer Albayrak, Kani Işık (Editorial Board) VI. International Symposium on Ecology and Environmental Problems 17-20 November 2011 Antalya, Turkey i ii VI. International Symposium on Ecology and Environmental Problems PLEASE NOTE: Symposium Chairman Prof. Dr. İlhami KIZIROGLU, at age 67, will retire from his academic position at Hacettepe University on November 20, 2011, which is the same day as the termination date of the Symposium. As it was the case during his productive academic years, we wish successful, happy and healthy years to Professor Kiziroglu during his retirement years as well. A short resume of Professor Kiziroğlu is presented below. Symposium Organizing Committee Resume of Professor Dr. İLHAMİ KİZİROĞLU İlhami Kiziroğlu, born in Elazığ/Harput, graduated from Istanbul University, having a Senior Forest Engineering diploma in 1968. He has been awarded a scholarship and went to Germany for his masters and doctorate studies. He carried out his pre-doctorate study on spiders at the “Institut für angewandte Zoologie” in Munich Ludwigs- Maximillian University. While he was conducting his doctorate study on Nature Protection with Ecological context under Professor W. Schwenke, he was also appointed as technical assistant at the same department. Dr Kizioğlu completed his doctorate study in 1976, and this study was published in an “A” class journal in the form of three articles. During his doctorate study, Dr Kiziroglu participated in an international project on “Negative Impacts of Pesticides on Nature and Plants and Their Accumulation”, which was published upon completion.
    [Show full text]
  • Turkey Power Sector Coal Demand Outlook Strengthens in 2020
    Argus White Paper: Turkey power sector coal demand outlook strengthens in 2020 Domestic plant suspensions may boost Turkish coal-fi red power generation in 2020, while a new Russian export port in the Black Sea has the potential to shift utilities’ buying preferences in the seaborne market Coal demand outlook boosted by domestic outages more strongly in the region when the new Taman port in the Turkish coal-fi red power generation fell by around 200MW Black Sea starts handling Capesize vessels. on the year to 69GW in 2019 and reduced the power sector’s NAR 5,700 kcal/kg-equivalent coal consumption to 22.24mn t Coal to remain ahead of gas in 2020 from 22.85mn t in 2018, according to Argus calculations. The Coal-fi red generation moved ahead of gas in the merit order year-on-year decline in coal-fi red generation was a result of in Turkey in August 2018, when state-owned gas distribu- record-high hydropower output, which gained by 3.3GW on the tion company Botas amended its domestic pricing scheme to year to 10.1GW last year. reflect the increase in its import costs. Renewable capacity will continue to grow in 2020, but the out- Coal-fi red utilities have maintained a price advantage against look for coal-fi red generation has strengthened as restrictions gas-fi red units since that date. at plants that run on domestic thermal coal and lignite will likely boost the reliance on other thermal units. Coal is likely Turkey does not have an emissions tax mechanism, but coal- to benefi t more than gas from the suspensions, as seaborne fi red generators are required to pay an import tax when coal coal continues to hold a cost advantage over natural gas.
    [Show full text]
  • South Asian Dams at a Tipping Point? the Case of Tipaimukh Dam in Manipur, India
    www.water-alternatives.org Volume 14 | Issue 2 Somokanta, T.; Feitelson, E. and Tubi, A. 2021. South Asian dams at a tipping point? The case of Tipaimukh Dam in Manipur, India. Water Alternatives 14(2): 491-519 South Asian Dams at a Tipping Point? The Case of Tipaimukh Dam in Manipur, India Thounaojam Somokanta Department of Geography, Hebrew University of Jerusalem, Jerusalem, Israel; [email protected] Eran Feitelson Department of Geography, Hebrew University of Jerusalem, Jerusalem, Israel; [email protected] Amit Tubi Department of Geography, Hebrew University of Jerusalem, Jerusalem, Israel; [email protected] ABSTRACT: While dam building has declined in most developed economies, it has seen an increase in emerging economies, particularly in East and South Asia. Even there, however, such dams are facing mounting opposition. This raises the prospect that dam building is nearing a global tipping point. In this study, we examine the case of the Tipaimukh Dam in Manipur, one of the states in India's peripheral northeast. We ask how such a major project was stopped despite support from powerful national- and regional-level actors. To analyse this case, we build on the Advocacy Coalition Framework and the analytical concepts of growth coalitions and discourse coalitions. The joint application of these concepts enables us to link global advocacy coalitions with local pro- and anti-growth coalitions through the storylines they advance, thereby formulating multiscalar discourse coalitions. This allows us to follow the struggles between pro-dam and anti-dam coalitions, as well as trace the shifts in the composition and focus of coalitions over the 75 years since the Tipaimukh Dam was first proposed.
    [Show full text]
  • Deformation Measurements and Analysis with Robust Methods: a Case Study, Deriner Dam
    Turkish Journal of Science & Technology Volume 13(1), 99-103, 2018 Deformation Measurements and Analysis with Robust Methods: A Case Study, Deriner Dam Berkant Konakoğlu*, Ertan Gökalp Karadeniz Technical University, Department of Geomatics, Trabzon, TURKEY *[email protected] (Received: 15.02.2017;Accepted: 22.04.2017) Abstract Dams, one of the country's most natural and cheapest way to product energy, are built for energy production, agricultural activities and flood protection. Dams with high construction costs are subject to deformation due to some physical factors. Therefore, dams should be kept safe to prevent possible dam accidents, loss of life and property. Engineering structures (such as dams) should be monitored periodically by geodetic and non-geodetic techniques. Deriner dam is Turkey's highest double-curved concrete arch dam. In this study, we monitored deformation with GPS measurements. For this purpose, two period static GPS measurements were performed on the reference and object points in the study. Afterwards, GPS measurements were adjusted separately with respect to free adjustment method and then deformation analysis were carried out by using the adjusted coordinates and their cofactor vectors. Iterative Weighted Similarity Transformation (IWST) and Least Absolute Sum (LAS) methods were used as deformation methods to detect the displacement of the reference and object points. Keywords: Concrete arc dam, Deformation, Analysis, IWST, LAS, GPS. Deformasyon Ölçmeleri ve Robust Yöntemler ile Analizi: Deriner Barajı Örneği Özet Bir ülkenin enerji üretiminin en doğal ve en ucuz yolu olan barajlar enerji üretimi, tarımsal faaliyetler ve taşkın koruma amacıyla inşa edilmektedir. Yapım maliyeti oldukça yüksek olan barajlar çeşitli fiziksel faktörlerinden dolayı deformasyona maruz kalırlar.
    [Show full text]
  • International Obligations to Consult
    INTERNATIONAL OBLIGATIONS TO CONSULT FACT FINDING MISSION TO SYRIA / IRAK Febr.2002 Acknowledgements The Mission would like to thank the following for their valuable assistance to the delegation: Mr Mohammed Radwan Martini, Minister of Irrigation, Syrian Arab Republic; Dr Abdul Aziz Al Masri, Chief of the International Water Bureau, Ministry of Irrigation, Syrian Arab Republic; Mr Waleed Mu’alim, Deputy Minister for Foreign Affairs, Syrian Arab Republic; Mr Yahia Awaidah, Director, Environmental Management Directorate, Ministry of the Environment, Syrian Arab Republic; Mr Adnan Khsan, Minister of the Environment, Syrian Arab Republic; Mr Amin Sabbagh, Commercial Officer, British Embassy, Damascus; Mr Rasoul Abdul Hussein, Minister of Irrigation, Republic of Iraq; Dr Ali Farhan, Deputy Minister of Irrigation, Republic of Iraq; Dr Waleed, Hydrologist, Ministry of Irrigation, Republic of Iraq; Dr Amer Suleiman, Ministry of Irrigation, Republic of Iraq; Mr Fahmi Al Qaisy, Head of the Legal Department, Ministry of Foreign Affairs, Republic of Iraq; Dr Mudhafar Amin, Head of Iraqi Interests Section, Jordanian Embassy, London; Embassy of Syria, London; Saad Al Samarrai, Head of the Water Department, Ministry of Foreign Affairs, Republic of Iraq. 1 CONTENTS SUMMARY 4 SECTION ONE: BACKGROUND AND REMIT 7 SECTION TWO: CONTESTED WATERS - THE TIGRIS AND EUPHRATES 9 - DAMS AND CONFLICT 9 - THE POLITICAL ECONOMY OF WATER SCARCITY 11 - DAMS AND CONFLICT ON THE TIGRIS AND EUPHRATES 13 - THE GAP PROJECT 15 - GAP: SYRIAN AND IRAQI CONCERNS 19 Decreased
    [Show full text]
  • Hydropower Develpment in Turkey
    HYDROPOWER DEVELPMENT IN TURKEY By NECATİ AĞIRALİOĞLU 21 JANUARY 2016 • 1. Turkey • 2. History of Development • 3. Water Resources • 4. World Hydro Power potential • 5. Turkey’s Water Potential • 6. Types of hydroelectric production, • 7. Sectors in hydroelectric production • 8. Largest Hydro power plants • 9. Developed Hydro potential • 10. Cost • 11. Law Turkey • Area: 783,600 km² • Population: 78,151,750 (2015) • Installed hydropower capacity: 43,1331 MW (megawatt) (2015) • Hydropower generation: 67 billion kWh (2015) HISTORY • The first hydroelectric plant in Turkey was constructed at Tarsus in 1902. • This plant only produced 60 kW, but nonetheless was a great technical achievement for the country. HISTORY • In later years there were many more projects including: Seyhan, Sariyer, Hirfanli, Kesikköprü, Demirköprü, and Kemer. • These projects were either dams or hydroelectric power plants and by 1940 there were a total of 28 hydroelectric power plants in Turkey. • After the State Hydraulic Works (DSI) was established in 1954 projects were better funded and the power produced per year was greatly increased. World Hydropower Potential • According to the Hydropower & Dams Atlas (H & D, 1999), world hydro potential is as follow: • Gross hydro potential: 40,500 TWh/year • Technically feasible: 14,300 TWh/year • Economically feasible: 8,100 TWh/year Currently, only four facilities over 10 GW (10,000 MW) are in operation worldwide Capacity Rank Station Country Location (MW) 1. Three Gorges Dam China 22,500 30°49′15″N 111°00′08″E Brazil 2. Itaipu Dam 25°24′31″S 54°35′21″W 14,000 Paraguay 3. Xiluodu Dam China 13,860 28°15′35″N 103°38′58″E 4.
    [Show full text]