Internationaler Talsperrenbau – Projektbeispiele Und (Anekdoten) Aus Der Türkei Hochschule Koblenz, Vortragsreihe Baupraxis

Total Page:16

File Type:pdf, Size:1020Kb

Internationaler Talsperrenbau – Projektbeispiele Und (Anekdoten) Aus Der Türkei Hochschule Koblenz, Vortragsreihe Baupraxis Kavsakbendi Kavsakbendi Arkun Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei Hochschule Koblenz, Vortragsreihe baupraxis Koblenz, 15.12.2015 Dr.-Ing. Ronald Haselsteiner Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Gliederung – Inhalt Einleitung Atatürk Der türkische Markt für Wasserkraft Entwicklung des Talsperrenbaus in der Türkei Das Süd-Ost-Anatolien-Projekt (GAP-Projesi) Karakaya Die großen Talsperren in der Türkei Ausgewählte Großprojekte nach der Privatisierung der Wasserkraft Keban Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 2 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Gliederung – Inhalt Side Einleitung Der türkische Markt für Wasserkraft Entwicklung des Talsperrenbaus in der Türkei Das Süd-Ost-Anatolien-Projekt (GAP-Projesi) Die großen Talsperren in der Türkei Ausgewählte Großprojekte nach der Privatisierung der Wasserkraft Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 3 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Einleitung Länderinformationen Land & Leute • Fläche: 779.452 km² 10 x Österreich / 2 x Deutschland Hagia Sofia • Lage: 3 % Europa + 97 % Asien • Bevölkerung: 70,6 Mio. 74 % in Städten Österreich: 8.2 / Deutschland: 82.3 Nemrut Dagi • Altersdurchs.: 27,3 a Göbekli Tepe Österreich: 42 / Deutschland: 41 • Bev.-dichte: 91 Einwohner/km² Österreich: 100 / Deutschland: 229 • Religion: 99 % Muslime Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 4 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Einleitung Bauingenieur – Schwerpunkt Wasserbau Dr.-Ing. Ronald Haselsteiner Berufserfahrung 15 Jahre Fachgebietsleiter Wasserbau 1995 - 2000 Studium Bauingenieurwesen, TU München Prokurist, bauvorlageberechtigt RPf 2000 - 2007 Lehrstuhl für Wasserbau, TU München Mitgliedschaften 2007 -2008 RMD Consult, München DGGT, DWA, DTK, ICOLD 2008 -2010 Fichtner, Stuttgart & Istanbul, Türkei DWA AG 4.3 „Flussdeiche“ 2011 - 2013 Verbund, Türkei DWA AG 4.4 „ökol. Gesichtspunkte“ Seit 2013 Björnsen Beratende Ingenieure DWA AG 7.3 „Dichtungen in Deichen“ Schwerpunkte: Deiche, Dämme Talsperren, Hochwasserrückhaltebecken Hochwasserschutz Hydraulik, Speichermodellierung Auswahl Projekte Ökologischer Wasserbau Arkun CFSGD H = 140 m Kavsakbendi CFRD H = 70 m Pervari RCC Dam = H 165 m Berke Arch Dam H = 201 m Client: Verbund, EnerjiSA Client: Verbund, EnerjiSA Client: EnBW Coyne et Bellier Group Leader, Engineering Depart. Group Leader, Engineering Depart. Project Manager, Consultant Practical Course Completion: 2014 Completion: 2013 Under Development Completion: 2002 Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 5 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Gliederung – Inhalt Einleitung Der türkische Markt für Wasserkraft Entwicklung des Talsperrenbaus in der Türkei Das Süd-Ost-Anatolien-Projekt (GAP-Projesi) Die großen Talsperren in der Türkei Ausgewählte Großprojekte nach der Privatisierung der Wasserkraft Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 6 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Energy Market Economic boom until 2013 Boom Situation • Growth of Population: + 1 to 2 %/a • Growth of Economy: + 4.0 % in 2008 (+ 6.7 % in 2007) ~ + 5.6 %/a to 2050 • Growth of Energy demand: + 8.2 % in 2008 Thread of Energy Deficit in 2020+ Solution • Utilization of Economically Feasible Energy Potential (EFEP) of Hydro EFEP = 125 to 188 TWh/a • Nuclear Power and other renewable Energy Sources Present situation • Currency value decrease by 50 %: 2012: 1€ = 2TL 2015: 1€ = 3TL • Political unstable conditions economic effects investment reduction Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 7 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Wirtschaftskennzahlen Entwicklung seit 2000 Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 8 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Wasserkraft Turkish Energy Market - Strategy Present Situation • Per-Capita-Consumption 2,256 kWh/a Ilisu • 2/3 Fossil Energy and 1/3 Hydropower Deriner Energy Demand and Prognosis • 2005: 160 10 3 GWh/a • 2010: 242 10 3 GWh/a (+50%) • 2020: 356 to 476 10 3 GWh/a (min +122%) Future Approach Design, Construction and Implementation of: • > 1,200 HEPP’s • 3 Nuclear Power Plants, Gas imports, • Wind energy Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 9 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Wasserkraft Informationen Wirtschaftlich nutzbares Wasserkraftpotential (WNWP) • WNWP = 125 to 188 TWh/a (sehr grobe Schätzverfahren!) • Derzeit sind ca. 1/3 des WNWP ausgebaut • Bis 2000 staatliche Aufgabe: •Privatisierung des Energiemarkts seit 2000/01 • Erwartete Investitionen (~ 50.000 Mio. € in 2020!) • Energieversorgungs defizit vorhergesagt für 2020 Derzeit 1.500- 2.000 WKA in Planung und Ausführung (schwankende Angaben!) • Langfristiges Ziel: Deckung von 1/3 des Energiebedarfs aus Wasserkraft Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 10 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Wasserkraft in der Türkei Verteilung der Wasserkraft in der Türkei Istanbul Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 11 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Gliederung – Inhalt Einleitung Der türkische Markt für Wasserkraft Entwicklung des Talsperrenbaus in der Türkei Das Süd-Ost-Anatolien-Projekt (GAP-Projesi) Die großen Talsperren in der Türkei Ausgewählte Großprojekte nach der Privatisierung der Wasserkraft Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 12 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung Talsperren History – Rockfill Dams • 1620-1923: eight dams built during the Ottoman Cubuk I Empire (7 masonry dams, 1 earthfill embankment) • 1923-1948: Two concrete dams (Cubuk I, Porsuk I) for water supply, flood protection and irrigation • 1948-1958: Mainly concrete & earthfill dams, also for hydropower production, e.g. Seyhan Dam at Adana First rockfill dam: Hirfanli Dam & HEPP, Cubuk II multi-purpose dam project, completed in 1958 • 1958-1990: Increase of rockfill dams and standardization of design and construction, e.g. Mamasin Dam, Cubuk II Dam • 1990-2012: Modern rockfill dams (CFRD, CCRD, CFSGD) developed also by private investors Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 13 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Eisernes Tor bei Antakya Ca. 300 v Chr. Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 14 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Übersicht der Talsperren nach Typ Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 15 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Standardisierter Steinschüttdamm • Cubuk II Dam - 1964 Main Diversion tunnel Dam QD = 30 m³/s Cofferdam Ungated spillway QD = 208 m³/s Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 16 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Standardisierter Steinschüttdamm • Cubuk II Dam – 1964 • Water supply • H = 69 m • Flood protection •WC = 10 m •LC = 230 m Dam section Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 17 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Erster großer Erdschüttdamm • Aslantas Dam - 1984 Gated spillway QD = 14,150 m³/s Cofferdam Main Dam Diversion + headrace tunnel Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 18 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Erster großer Erdschüttdamm • Aslantas Dam – 1984 • Hydropower • H = 115 m • Irrigation •WC = 10 m • Flood protection •LC = 660 m Dam section Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 19 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Erster großer Erdschüttdamm - Aslantas Karatepe Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 20 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Erste RCC-Mauer der Türkei - Sucati Fertigstellung: 2000, H = 36 m, P = 7 MW Quelle: www.ere.com.tr Quelle: www.ere.com.tr Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 21 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Entwicklung der Talsperren Erster CFRD – Kürtün Dam • Kürtün Dam – 2002 • First CFRD completed in Turkey • Modern analysis & construction techniques • Steep slopes • H = 133 m •WC = 6.5 m •LC = 300 m Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 22 15.12.2015, HS Koblenz, Vortragsreihe baupraxis Gliederung – Inhalt Einleitung Der türkische Markt für Wasserkraft Entwicklung des Talsperrenbaus in der Türkei Das Süd-Ost-Anatolien-Projekt (GAP-Projesi) Die großen Talsperren in der Türkei Sabanci Moschee Adana Ausgewählte Großprojekte nach der Privatisierung der Wasserkraft Internationaler Talsperrenbau – Projektbeispiele und (Anekdoten) aus der Türkei 23 15.12.2015, HS Koblenz, Vortragsreihe baupraxis GAP-Projekt Übersicht • GAP – main data V project area: 74.000 km² (10 % of Turkey) (> Bavaria) V affected population: 5.5 Mio. (about 10 % population)
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]
  • The Possible Effects of Irrigation Schemes and Irrigation Methods on Water Budget and Economy in Atatürk Dam of South-Eastern Anatolia Region of Turkey
    The possible effects of irrigation schemes and irrigation methods on water budget and economy in Atatürk dam of south-eastern Anatolia region of Turkey Huseyin Demir1, Ahmet Zahir Erkan2, Nesrin Baysan2, Gonca Karaca Bilgen2 1 GAP Şanlıurfa Tünel Çıkış Ağzı 2 GAP Cankaya, Ankara, Turkey Abstract. The South-eastern Anatolia Project (GAP) has been implemented in the southeast part of Turkey, covering 9 provinces and the two most important rivers of Turkey. The main purpose of this gorgeous project is to uplift the income level and living standards of people in the region, to remove the inter-regional development disparities and to contribute to the national goals of economic development and social stability. The cost of the project is 32 billion USD consisting of 13 sub-projects in the river basins of Euphrates and Tigris. The project has evolved over time and has become multi sectoral, integrated and human based on the sustainable regional development. Upon the fully completion of the project, 1.8 Million hectares of land will be able to be irrigated in Euphrates and Tigris Basins through surface and underground water resources. From 1995 until now, 273.000 ha. of land have already been irrigated within the GAP Project. Roughly 739,000 ha. of this land will be irrigated from Atatürk Dam, the largest dam of GAP Project. At present, nearly ¼ of this area is under irrigation. Some technological developments have been experienced in the Project area, ranging from upstream controlled schemes having trapezoidal section, lined or unlined, to upstream controlled schemes having high pressurized piped system; and from conventional methods to drip irrigation method.
    [Show full text]
  • Submerging Cultural Heritage. Dams and Archaeology in South-Eastern Turkey by Nicolò Marchetti & Federico Zaina
    Fig. 1. View of Zeugma with the Birecik dam reservoir in the background. Photo: Pressaris. SUBMERGING CULTURAL HERITAGE. DAMS AND ARCHAEOLOGY IN SOUTH-EASTERN TURKEY BY NICOLÒ MARCHETTI & FEDERICO ZAINA ince the 1960s, economic development strategies pro- as development in fishery and water-related industry. All S moted by Middle Eastern governments have fostered these factors concur to a generally increased income as the construction of large-scale hydraulic infrastructure, often stressed by both private and public authorities. including dams, with the aim of providing short- and medium-term benefits in previously low productive However, the benefits brought by dams are not forever. regions. However, the massive modifications occurring Similar to other human-made structures, such as roads to the riverbeds and surrounding areas involved deeply and bridges, dams require regular and expensive main- affected the natural and cultural landscape of vast regions. tenance and have a finite lifespan. A mean life of 50–120 Combining open-access satellite imagery and archaeologi- years is generally expected for modern dams and water cal data it is now possible to show the immediate impact of reservoirs. In addition, the construction and up-filling dams on the cultural heritage along the Turkish stretch of of dams include the dislocation of thousands of people, the Euphrates river. potential international political issues when built on rivers flowing through different countries, permanent degrada- FLOODED HERITAGE tion of soil fertility and the widespread
    [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]
  • A Taxonomic Study on Zooplankton Fauna of Kiğı Dam Lake (Bingöl-Turkey)
    Süleyman Demirel Üniversitesi Eğirdir Su Ürünleri Fakültesi Dergisi, 14(2),74-79 (2018) A Taxonomic Study on Zooplankton Fauna of Kiğı Dam Lake (Bingöl-Turkey) Hilal BULUT Fırat University, Faculty of Fisheries, Elazığ, Turkey Geliş : 18.07.2017 Kabul : 10.10.2017 Araştırma Makalesi / Research Paper Sorumlu Yazar: [email protected] E-Dergi ISSN: 1308-7517 Abstract The present study was conducted to determine zooplankton fauna of Kiğı Dam Lake during September 2012 and August 2013 seasonally. The zooplankton samples were collected by using plankton net with the mesh size of 55µm horizontally and preserved in 4% formaldehyde. Total 22 taxa (16 Rotifera, 4 Cladocera, and 2 Copepoda) were identified in Kiğı Dam Lake. Ascomorpha saltans, Asplanchna priodonta, Brachionus angularis, Cephalodella gibba, Euchlanis dilatata, Kellicottia longispina, Keratella cochlearis, Keratella quadrata, Lecane luna, Lecane lunaris, Notholca squamula, Polyarthra dolichoptera, Rotaria rotatoria, Synchaeta pectinata, Synchaeta oblonga, Trichocerca capucina from Rotifera species; Bosmina longirostris, Chydorus sphaericus, Daphnia cucullata, Daphnia longispina from Cladocera species; Acanthodiaptomus denticornis, Cyclops vicinus from Copepoda species are new records for this dam lake. Zooplankton samples were consisted of 72.7% Rotifera, 18.2% Cladocera, and 9.1% Copepoda. Keywords: Kiğı Dam Lake, species distribution, zooplankton. Kığı Baraj Gölü (Bingöl-Türkiye)'nün Zooplankton Faunası Üzerine Taksonomik Bir Çalişma Özet Kığı Baraj Gölü’nün zooplankton faunasını
    [Show full text]
  • Southeast Anatolia Project (Gap) Regional Development Administration Coverage
    SOUTHEAST ANATOLIA PROJECT (GAP) REGIONAL DEVELOPMENT ADMINISTRATION COVERAGE • SOUTHEAST ANATOLIA PROJECT(GAP) • GAP ACTON PLAN (2008-2012) • GAP ACTON PLAN (2014-2018) • GAP REGIONAL DEVELOPMENT ADMINISTRATION (GAP RDA) • INVESTMENT OPPORTUNITIES • COMPETITIVE AGENDA GAP REGION TURKEY – GAP COMPARISION TURKEY GAP GAP/TR (%) Total Area (km2) 779 452 75 193 9.7 Population (milyon)* 77.69 8.25 10.6 Annual Population Growth Rate 13.31 18.88 (thousand)(2013-2014) * 2014 Results of Address Based Population Registration System LAND POTENTIAL TOTAL AREA GAP REGION OTHER 9.7 % 90.3 % ECONOMICALLY IRRIGABLE AREA GAP REGION 20.0 % OTHER 80.0 % TURKEY’S WATER POTANTIAL BY BASIN Euphrates-Tigris 28 72 Other EUPHRATES OTHER 17% 47% TIGRIS 11% EASTERN MEDITERRANEAN WESTERN ANTALYA EASTERN 6% BLACK SEA 6% BLACK SEA 5% 8% DEVELOPMENT STAGES of GAP •1936 Establishment of Electrical Power Resources Survey and Development Administration •1960 The studies on Euphrates and Tigris rivers •1977 Bringing together all studies under GAP (GAP Water based Development Project Package) • 1986 State Planning Organization (SPO) as coordinating body for the integrated regional development project of GAP • 1989 GAP Master Plan • 1989 Establishment of the GAP Regional Development Administration • 2002 GAP Regional Development Plan (2002-2010) • 2008 GAP Action Plan (2008-2012) • 2014 GAP Action Plan (2014-2018) GAP WATER and SOIL RESOURCES DEVELOPMENT PROGRAMME EUPHRATES TIGRIS Karakaya Dam/HPP Dicle - Kralkızı Aşağı Fırat Batman Sınır Fırat Batman - Silvan Suruc – Baziki Garzan Adıyaman – Kahta Ilısu Adıyaman–Göksu–Araban Cizre Gaziantep Total water potential of Turkey :186 billion m³. 32 billion m³ from Euphrates and 21 billion m³ from Tigris, GAP Region 53 billion m³.
    [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]
  • Euphrates-Tigris Rivers System: Political Rapprochement and Transboundary Water Cooperation
    Euphrates-Tigris Rivers System: Political Rapprochement and Transboundary Water Cooperation Aysegul Kibaroglu and Waltina Scheumann 1 Introduction Water-related development projects on the Euphrates and Tigris rivers have been highly contested over the last four decades and have caused relations between the riparian states, i.e. Turkey, Syria and Iraq, to become highly strained and serious crises occurred. All co-riparian states are unilaterally strengthening their efforts to develop water resources to increase their hydropower potential, and to extend their irrigated agricultural areas. These activities pose the main threat to their mutual relations, and to date, the riparians have failed to achieve a common agreement. Since major non-water issues are now solved, or are at least approached, in a more pragmatic manner, the prospects for joint initiatives have improved. Figure 1 shows a map of the two rivers, their main tributaries and selected dams. Table 1 and Table 2 provide an overview of the context for cooperation on both rivers. 2 The Euphrates and Tigris rivers system1: geographical and hydrological setting2 The Euphrates and its tributaries drain an enormous basin of 444,000 square kilometers of which 33 percent lies in Turkey, 19 percent in Syria, and 46 percent in Iraq. On the other hand, the Tigris and its tributaries drain an area of 387,600 1Internationally, ‘Euphrates’ and ‘Tigris’ are the names used. In Turkish, the Euphrates is called Firat, and Al-Furat in Arabic. Tigris is named Dicle in Turkish, and Dijla in Arabic. 2This section draws from Kibaroglu 2002a. A. Kibaroglu (*) International Relations Department, Okan University, Istanbul, Turkey e-mail: [email protected] W.
    [Show full text]
  • A Study on Zooplankton Fauna and Some Water Quality Parameters of Kozan Dam Lake (Adana, Turkey)
    LIMNOFISH-Journal of Limnology and Freshwater Fisheries Research 5(3): 147-158 (2019) A Study on Zooplankton Fauna and Some Water Quality Parameters of Kozan Dam Lake (Adana, Turkey) Cem TUGYAN , Ahmet BOZKURT* Faculty of Marine Sciences and Technology, İskenderun Technical University, İskenderun, Hatay, Turkey ABSTRACT ARTICLE INFO Some water quality parameters (Secchi disk depth, water temperature, dissolved RESEARCH ARTICLE oxygen, pH, conductivity, chlorophyll a, NO2-N, NO3-N, NH4-N, PO4-P) and zooplankton fauna were determined in the Kozan Dam Lake. While the quality of Received : 11.03.2019 the reservoir water was first class water in terms of temperature, dissolved Revised : 27.05.2019 oxygen, NH4-N, PO4-P, it was second-class water in terms of conductivity, pH, Accepted : 28.05.2019 NO3-N. In total, 50 zooplankton species belonging to 26 families were determined (29 species belonging to 17 families from Rotifera, 15 species belonging to Published : 25.12.2019 7 families from Cladocera and 6 species belonging to 2 families from Copepoda). Brachionidae (Rotifera) was the most species rich family with 7 species, followed DOI:10.17216/LimnoFish.538344 by Chydoridae (Cladocera) and Cyclopidae (Copepoda) with 6 and 5 species respectively. The most dominant species were Synchaeta pectinata (38.33%) * CORRESPONDING AUTHOR from Rotifera, Bosmina longirostris (5.71%) from Cladocera and Cyclops vicinus [email protected] (0.67%) from Copepoda. At the same time, the species found in every month were Phone : +90 326 614 16 93 (3405) Asplanchna priodonta, Polyarthra dolichoptera, Bosmina longirostris, Ceriodaphnia pulchella, Cyclops vicinus and Diacyclops bicuspidatus. In the study, Rotifera was the most abundant group with 67%, followed by Cladocera with 29% and Copepoda with 4%.
    [Show full text]
  • Uptime M E Gazine
    e uptime m 1• 11 gazine Hydro: Magnetic flux • A06 module • Field news Case study / Magnetic flux • Turbo-machinery diagnostics Turbo-machinery e uptime m 1• 11 gazine # 1/06 3 Technical News Effective Hydropower Monitoring Demands Magnetic Flux Monitoring of Hydro Generators oday’s global installed hydro- In this issue we also present the new 7 Product Update – Dedicated power capacity of approximately SM-610-A06 hydro monitoring mod- Hydro Monitoring Hardware T 780 GW, represents approximately ule to the VC-6000 data acquisition 8 Field News – Hydro Monitor- 20% of the world’s electricity or about system. The introduction of the SM- ing Projects in Southwestern 88% of electricity from all renewable A06 simplifies vibration monitoring of China sources. Despite rapid development medium sized units for both safety 9 Case Study – Early detection from other renewable energy sources and condition monitoring applications of a compressor impeller crack such as wind, biomass and solar, using Compass 6000. In most cases 14 Field News – Hydro Monitor- hydropower capacity has grown in a single module is sufficient for moni- ing Projects in Turkey leaps and bounds over the years and toring an entire hydro unit! 15 Case Study – VC-1500 is still growing. Only 25% of the po- Selected for monitoring small tential capacity has been realized up Visit our web site for more informa- hydroelectric generating units to now! In this powerful sector of the tion on our hydro monitoring tech- in Norway energy market, what does this mean niques, applications and products. 20 Events 2011/12 in terms of hydro machine operation In addition to the hydro theme for this and maintenance? A lot; machine issue of Uptime, there is also a spe- uptime is more important now than cial feature section on turbo-ma- ever before! chinery diagnostics.
    [Show full text]
  • Impact of Ataturk Dam on Regional Rainfall
    IMPACT OF ATATURK DAM ON REGIONAL RAINFALL A THESIS SUBMITTED TO THE GRADUATE SCHOOL OF APPLIED SCIENCES OF NEAR EAST UNIVERSITY By AIMABLE KAYITAKIRE In Partial Fulfillment of the Requirements for the Degree of Master of Science in Civil Engineering NICOSIA, 2016 Aimable KAYITAKIRE: IMPACT OF ATATURK DAM ON REGIONAL RAINFALL Approval of Director of Graduate School of Applied Sciences Prof. Dr. İlkay SALİHOĞLU We certify this thesis is satisfactory for the award of the degree of Masters of Science in Civil Engineering Examining Committee in Charge: Ass Prof. Dr. Burhan Yιldɩz Committee Member, Civil Engineering Department, CIU Ass Prof. Dr. Kabir Sadeghi Committee Member, Civil Engineering Department, NEU. Prof. Dr. Ata ATUN Supervisor, Civil Engineering Department, NEU. I hereby declare that all information in this document has been obtained and presented in accordance with the academic rules and ethical conduct. I also declare that, as required by these rules and conduct, I have fully cited and referenced all materials and results that are not original to this work. Name, last name: Signature: Date: ACKNOWLEDGMENT I would like to express my gratitude to my supervisor Prof. Dr. Ata Atun for the useful comments, remarks and engagement through the learning process of this master thesis. I express my special heartfelt gratitude to my family, which directly or indirectly has contributed to accomplish my research work. iv To my lovely family … v ABSTRACT Many natural resources are more often than not seasonal or at least depend on some certain environmental factors for abundance fluctuation; one of these important natural resources is water.
    [Show full text]
  • Chapter 3 - Hydroelectric Energy
    CHAPTER 3 - HYDROELECTRIC ENERGY Kemer Sarıyar Dam& Dam& HEPP HEPP Type: Type: Concrete Concrete Gravity Gravity Purpose: Purpose: Irrigation, Energy Flood Installed Control, Capacity : Energy :160 MW Installed h (thalweg): Capacity : 90m 48 MW h (thalweg): Location: 108m Ankara Location: Construction Date: Aydın 1950-1956 Construction Date: 1954-1958 65 CHAPTER 3 - HYDROELECTRIC ENERGY Boyabat Karakaya Dam& Dam& HEPP HEPP Type: Type: Concrete Concrete Gravity Gravity Arch River: Kızılırmak Purpose: Aim: Energy Energy 513 MW 1,800MW 7,000GW 1500 GW h(talveg): h (thalweg): 173m 150m Place: Sinop River &Location: Construction Fırat- Date: Diyarbakır 2007-2012 Body Volume: Body Volume: 2.3 hm3 2 hm3 Construction Lake Volume Date: &Area 1976-1987 1.4 Billionm3- 65km2 Lake Volume 10 Billionm3 66 CHAPTER 3 - HYDROELECTRIC ENERGY Gokcekaya Oymapınar Dam& Dam& HEPP HEPP Type: Type: Double Double Curvature Curvature Arch Arch Purpose: Purpose: Energy Energy Installed Installed Capacity: Capacity: 278 MW 540 MW h (thalweg): h (thalweg): 115 m 185 m Location: Location: Eskişehir Antalya Construction Construction Date: Date: 1967-1972 1977-1984 67 CHAPTER 3 - HYDROELECTRIC ENERGY Ermenek Deriner Dam& Dam& HEPP HEPP Type:Double Type: Curvature Double Arch Curvature Purpose: Arch Energy Installed Purpose: Capacity: Energy 670 MW Installed Capacity: h(talweg): 306 MW 247m River and h(talveg): Location: 210 m Coruh-Artvin Body Location: Volume: Karaman 3hm3 Lake Volume Construction &Area Date: 2 Billionm3- 1977-2010 26km2 Construction Date: 1998 -2013
    [Show full text]