Chapter 3 - Hydroelectric Energy

Total Page:16

File Type:pdf, Size:1020Kb

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 68 CHAPTER 3 - HYDROELECTRIC ENERGY Karkamıs Keban Dam Dam Type: Type: Composite Composite (Claycore (Claycore Rockfill Rockfill & Concrete & Concrete Gravity) Gravity) Purpose: Energy Purpose: Installed Energy Capacity: Installed 189 MW Capacity: 1, 339MW h(talveg): 29m h(thalweg): 210m Location: K.maraş Location : Completed Elazığ Date: 2000 Constructio n Date: 1965-1975 69 CHAPTER 3 - HYDROELECTRIC ENERGY Type: Double Curvature Concrete Arch Reservoir Volume and Area: 2.2 Billion m3--33km2 Location: Chorakhi River Yusufeli, Arvin Purpose: Energy, 540 MW, 1,800 GWh h : thakveg): 220 m Construction Date: 2013-2018 Realization (March 2014): 20% YUSUFELI Dam &HEPP 70 CHAPTER 3 - HYDROELECTRIC ENERGY Historical Cultural Peninsula in New Hasankeyf Township ILISU DAM and HEPP Type: Concrete Face Rock Fill Purpose: Energy 1 200 MW, 4 000GWh River and Location: Tigris, Mardin, Dargeçit h (Thalweg): 141 m Construction date: 2010-2015 Embankment volume: 44hm3 Reservoir Volume and Area: 10 Billion m3 - 313km3 The biggest dam in the World as to embankment volume of this type. 2nd biggest dam in Turkey as to embankment volume 4th biggest dam in Turkey as to installed capacity. The biggest on Tigris 700 Million TL annual income will generate from electricity generation As of December 2013, Physical Accrual: % 63 Power house Excavation: 100% Concrete : 21% Physical Accrual in Electromechanical works: 47% Filling Accrual Amount: 15,600,000 m3 (66%) Dam construction will be finished at the end of 2014 71 CHAPTER 3 - HYDROELECTRIC ENERGY 72 CHAPTER 4 - IRRIGATION 4 IRRIGATION 4.1 Water History in Anatolia The regions known as “cradles of civilization” have always been founded on the banks of rivers since ancient times. Throughout history, it has always been societies that have had the opportunity to benefit from rivers. Societies had established the most advanced civilizations of their era, but they left their lands when they faced droughts. Ancient inscriptions and relics prove that the first civilizations founded cities in ancient Mesopotamia, today known as the “fertile crescent”, between the Tigris and Euphrates rivers. In 3500 BC, the Tigris and Euphrates rivers were connected by a canal system constructed by the Sumerians, who benefited from these rivers more Water Administration Regional Divisions at the Early Years of Turkish Republic (22/07/1925) functionally. Anatolia is located at the crossroads of many civilizations having many The civilizations of the western Anatolia, during Hellenistic, Roman water facilities remained various periods of last 4,000 years. For that and Byzantine periods, have further contributed to the emergence of a reason, Turkey can be regarded as an open air museum in the context “water culture” in Anatolia. During these periods, water springs in of the relics of facilities of water resources development. mountains paved the way for water conveyance systems adapting to The Urartu civilization giving life to Van and its vicinity with many topographic features of the area and the replacement of canals by dams, reservoirs and irrigation canals deserves being referred to as the aqueducts to bring water to settlement areas. Water stored, conveyed to “Hydraulic Civilization”. These facilities dating back to the 1000 BC settlement areas by pipes. The first modern irrigation facility in played important role in transition from transhumance to settled Anatolia dates back to 1908-1914 (Ottoman period) as “Çumra communities engaging farming. Some of the 2800 years old facilities Irrigation and Drainage Project.” are being used even in our day. The Semiramid canal irrigating At the beginning of Turkish Republic, the State gave priority to the Gürpınar plain with an aqueduct over Hoşap and Ferhat canal to the drainage of swampy areas to combat against malaria. Then some small south of Lake Balık testify to the high level of water technology irrigation projects were introduced. Upon the establishment of the developed by the Urartus. The Hittite and Urartu civilizations on the State Hydraulic Works (DSI) General Directorate of in 1954 pursuant east of Anatolia have played a pioneering role in the development of to Act no. 6200, investments in such projects as dam-reservoir science and culture including their water related engineering. construction, pumping, regulation and irrigation networks etc. were intensified. 72 CHAPTER 4 - IRRIGATION The General Directorates of Rural Services (GDRS) and Agrarian Reform were established to ensure efficiency in irrigation by on-farm development and land rehabilitation projects. The water resources having a flow of more than 500 liter per second fell within the mandate of the DSİ while smaller surface flows fell within the mandate of the GDRS which was dissolved in 2005. SPAs (Special Provincial Administrations) have taken over the responsibilities of GDRS. A lmost one third of Turkey’s total area is arable land which is 28 Çumra Postalcık Regulator / KONYA million hectares. Comprehensive studies points out that, 8.5 million First Irrigation constructed by State (1907–1913) hectares (Mha) of the arable land is economically irrigable. As of 2013, 5.9 Mha of economically irrigable land have been equipped with Turkey’s Agricultural Land Potential irrigation facilities. By 2023, irrigation network of 2.1 Mha has been Surface Area of Turkey :78 M ha planned to be completed by DSİ. DSİ is major state institution Arable Land :28 M ha developing irrigation projects in the country excluding the abolished Economically Irrigable Area: 8,5 M ha GDRS (General Directorate of Rural Services). In addition to this, Dry Irrigated Land there are farmer based small scaled irrigation networks that accounts Farmi… Irrigate 5.9 million ha for about one million ha. These types of irrigations are called as d … individual farmer irrigations usually located near the water courses, around the lakes and reservoirs. Unirrigated Land 4.2 Agriculture and Irrigation in Turkey Since the amount of fresh water is not enough to meet the increasing 2.6 million ha demands of world population, fresh water sources are regarded as As of 2013, Current Irrigation Status strategically important commodity at the present time. In the future, Irrigated Land 5.9 million ha the most important factor affecting the use and quality of water Irrigation Network resources will be the population. In 2013, the world population has DSI : 3.6 million ha been 7 Billion and it is estimated to be 9.1 billion in 2050. In other Rural Services : 1.3 million ha words, the world population will increase 30% by 2050. Even today, Community : 1.0 million ha TOTAL : 5.9 million ha 73 CHAPTER 4 - IRRIGATION total annual food production in the world seems not to be enough in As Per DSI Regional Directorate Main Crop Pattern (2013) meeting the world food consumption. Furthermore, there are differences in the amount of food production per capita among the regions in the world. In developed countries, less than 5% of general population involves in agriculture sector and a farmer family besides its own needs can meet the food requirements of 50 people who are active in non-agricultural sectors. In developing countries, 60% of general population is active in agricultural sector; above mentioned figure is just limited to 2 people. Therefore, agricultural sector is important for economic and social development of the country and food security as well. Water in irrigation is one of the most important inputs in the agricultural sector. It enables the agriculture partly independent upon climatic conditions, creates additional employment, improves income distribution in rural areas, makes fertilizer use possible, increases a variety of production, and results in yielding more than one crop depending on the length of the growing season. Increased crop yield with irrigated agriculture contributes greatly to food security of the country, provides important inputs to the agricultural industries, and halts migration to big cities and
Recommended publications
  • 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]
  • Levels in Edible Muscle and Skin Tissues of Cyprinus Carpio L
    ISSN 1392-2130. VETERINARIJA IR ZOOTECHNIKA (Vet Med Zoot). T. 63 (85). 2013 CHROMIUM (CR), NICKEL (NI) AND ZINC (ZN) LEVELS IN EDIBLE MUSCLE AND SKIN TISSUES OF CYPRINUS CARPIO L. IN ÇAMLIGÖZE DAM LAKE, SIVAS, TURKEY Seher Dirican1*, Ahmet Yokuş2, Servet Karaçınar2, Sevgi Durna3 1Department of Fisheries, Suşehri Vocational Training School, Cumhuriyet University 58600 Suşehri, Sivas, Turkey 2Department of Food Technology, Suşehri Vocational Training School, Cumhuriyet University 58600 Suşehri, Sivas, Turkey 3Department of Biology, Faculty of Science, Cumhuriyet University, 58140 Sivas, Turkey *Corresponding Author’s E-mail: [email protected] Abstract. In this study, Cr, Ni and Zn levels were determined by atomic absorption spectrophotometry in edible muscle and skin tissues of Cyprinus carpio in Çamlıgöze Dam Lake located at Central Anatolian region of Turkey. The maximum levels were found to be 0.12 (Cr), 2.15 (Ni), 0.51 (Zn) µg/g in the muscle and 0.15 (Cr), 2.07 (Ni), 1.97 (Zn) µg/g in the skin of Cyprinus carpio. It was determined that Ni was the highest metal in tissues. The highest Cr and Zn levels were determined in the skin of Cyprinus carpio, whereas the highest Ni levels were measured in the muscle. The heavy metal accumulation orders for the tissues were as follows: Ni>Zn>Cr in Çamlıgöze Dam Lake. There was important statistical differences, especially at the level of zinc accumulation in tissues (p<0.001). There was a significant and positive correlation between age, total length, weight and metal levels for Cr (r>0.25, p<0.05) in the muscle and skin of Cyprinus carpio in Çamlıgöze Dam Lake.
    [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]
  • Optimisation of the Tigris River Hydropower System Operations
    OPTIMISATION OF THE TIGRIS RIVER HYDROPOWER SYSTEM OPERATIONS A THESIS SUBMITTED TO THE GRADUATE SCHOOL OF NATURAL AND APPLIED SCIENCES OF MIDDLE EAST TECHNICAL UNIVERSITY BY EMRAH YALÇIN IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY IN CIVIL ENGINEERING MAY 2015 Approval of the thesis: OPTIMISATION OF THE TIGRIS RIVER HYDROPOWER SYSTEM OPERATIONS submitted by EMRAH YALÇIN in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Civil Engineering Department, Middle East Technical University by, Prof. Dr. Gülbin Dural Ünver Dean, Graduate School of Natural and Applied Sciences Prof. Dr. Ahmet Cevdet Yalçıner Head of Department, Civil Engineering Assoc. Prof. Dr. Şahnaz Tiğrek Supervisor, Civil Engineering Dept., Batman University Examining Committee Members: Prof. Dr. A. Melih Yanmaz Civil Engineering Dept., METU Assoc. Prof. Dr. Şahnaz Tiğrek Civil Engineering Dept., Batman University Assoc. Prof. Dr. Elçin Kentel Civil Engineering Dept., METU Asst. Prof. Dr. Önder Koçyiğit Civil Engineering Dept., Gazi University Asst. Prof. Dr. Aslı Numanoğlu Genç Civil Engineering Dept., Atılım University Date: 22.05.2015 I hereby declare that all information in this document has been obtained and presented in accordance with academic rules and ethical conduct. I also declare that, as required by these rules and conduct, I have fully cited and referenced all material and results that are not original to this work. Name, Last name : Emrah Yalçın Signature : iv ABSTRACT OPTIMISATION OF THE TIGRIS RIVER HYDROPOWER SYSTEM OPERATIONS Yalçın, Emrah Ph.D., Department of Civil Engineering Supervisor: Assoc. Prof. Dr. Şahnaz Tiğrek May 2015, 146 pages Growing external energy dependence and rising oil prices are encouraging Turkey to turn to renewable energy, especially hydropower.
    [Show full text]
  • Mr. Mustafa Kemal Koseoglu
    Water Resources Development Activities in Turkey General Directorate of State Hydraulic Works (DSI) is a public institution founded in 1954 with the aim of promoting Ground and Surface Water Resources History 1914: General Directorate of Public Works “Umur-u Nafıa Müdüriyet-i Umumiyesi” 1925: Waters General Directorate 1929: General Directorate of Water 1939: Water Works General Directorate 1954 : General Directorate of State Hydraulic Works DSİ Activities Energy Agriculture Services Flood Control 3 DSI General Directorate 2017 Budget (Million TL) Credit Total 1- CURRENT BUDGET 1 900 2- CAPITAL EXPENDITURE 534 10 700 A - Investment Budget 534 9 300 Agricultural Sector 6 500 Energy Sector 472 1 500 DKHS (Other Public Social Services)-Water Supply 62 1 300 B - Expropriation 1 400 3-CURRENT TRANSFERS 26 4—Rural Development 220 (Capital Transfer) DSİ Total Budget 534 12 846 4/29 Main Laws Authorizing DSI Law No. 6200 on DSİ’s Establishment: Enacted on 18th December 1953 Published on 25th December 1953 Put into effect on 28th Feb.1954 Law No. 167 on Groundwater: Enacted on 16th December 1960 Published on 23rd December 1960 Law No. 1053 on Domestic and Industrial Water Supply Enacted on 3rd July 1968 Published on 16th July 1968 Amended on 26th April 2007 Law No. 6172 on Water User Associations (WUOs): Put into effect on 22nd March 2011 Decree Law No.662 on Restructuring DSİ Enacted on: 11.10.2011 Published on: 2/11/ 2011 Organizational Structure of DSI Director General Internal Audit Department Board of Inspection Deputy Director Generals Legal Advisory Foreign Relations Public Relations Water Bodies Office Secretariat Office Office Press Office Supervision Services 26 Regional 16 Departments Directorates Departments of DSI 1.
    [Show full text]
  • Profile: Tigris/Euphrates River Basins
    va®aea wi air- tf< ti +f' 1> t } r Profile: Tigris/Euphrates River Basins it III 4 M .1 I J CEWRC-IWR-P 29 May 91 Tigris-Euphrates Basin Summary *Projects in Turkey, Syria, and Iraq are expected to greatly reduce both Euphrates and Tigris stream flows and reduce water quality *Already Syria claims Tabqa Damhydropowerplants are operating at only 10%capacitybecause ofAtaturk filling *Estimates of depletion vary; one estimate is for approx. 50 % depletion of Euphrates flowsby Turkey and almost a 30 % depletionby Syria(given completionofTurkey's Gap project and projected Syrian withdrawals); the most likely date for completion of all projects (if at all) is 2040; in the 1960s, Iraq withdrew an average of about 50 % of Euphrates flows *One estimate of projected Euphrates depletions for the year 2000 is 20 % each by Turkey and Syria *Syria and Iraq may be especially affected by reduced flow during low flow years *Of more immediate concern than possible long-term reduction in flow quantity is increased pollution of inflows to Lake Assad on the Euphrates (main water supply source for Aleppo) and to the Khabur River (both in Syria) owing to irrigation return flows; both areas plan for greater use of those waters *Quality of Euphrates flows into Iraq will also beaffected *Iraq has constructed Tigris-Euphrates Outfall Drain to drain irrigation water into Shatt al-Basra and Gulf *Most water withdrawals within the basin are forirrigation;Turkey,Syria,and Iraq all are attempting to expand irrigation programs *Recent projected demands for water withdrawals for Iraq were not available for this study.
    [Show full text]
  • Scope: Munis Entomology & Zoology Publishes a Wide Variety of Papers
    _____________ Mun. Ent. Zool. Vol. 2, No. 1, January 2007___________ I MUNIS ENTOMOLOGY & ZOOLOGY Ankara / Turkey II _____________ Mun. Ent. Zool. Vol. 2, No. 1, January 2007___________ Scope: Munis Entomology & Zoology publishes a wide variety of papers on all aspects of Entomology and Zoology from all of the world, including mainly studies on systematics, taxonomy, nomenclature, fauna, biogeography, biodiversity, ecology, morphology, behavior, conservation, pa!eobiology and other aspects are appropriate topics for papers submitted to Munis Entomology & Zoology. Submission of Manuscripts: Works published or under consideration elsewhere (including on the internet) will not be accepted. At first submission, one double spaced hard copy (text and tables) with figures (may not be original) must be sent to the Editors, Dr. Hüseyin Özdikmen for publication in MEZ. All manuscripts should be submitted as Word file or PDF file in an e-mail attachment. If electronic submission is not possible due to limitations of electronic space at the sending or receiving ends, unavailability of e-mail, etc., we will accept ―hard‖ versions, in triplicate, accompanied by an electronic version stored in a floppy disk, a CD-ROM. Review Process: When submitting manuscripts, all authors provides the name, of at least three qualified experts (they also provide their address, subject fields and e-mails). Then, the editors send to experts to review the papers. The review process should normally be completed within 45-60 days. After reviewing papers by reviwers: Rejected papers are discarded. For accepted papers, authors are asked to modify their papers according to suggestions of the reviewers and editors. Final versions of manuscripts and figures are needed in a digital format.
    [Show full text]
  • NO Reference Number Authors Title Full Paper Abstract 1. I-0229 Şefik
    Reference Full NO Authors Title Abstract Number Paper 12 KASIM 2017 Mw 7.3 - HALEBÇE’NİN Şefik İmamoğlu, 30 KM GÜNEYİ IRAK-İRAN SINIR İdris Bedirhanoğlu, 1. I-0229 BÖLGESİ DEPREMİ VE JEOLOJİK x Çağrı KONUM YÖNÜYLE DARBANDIKHAN Mollamahmutoğlu BARAJINA ETKİLERİ Meltem Celen, HANCAĞIZ BARAJ HAVZASI SU 2. K-0228 Sermin Delipinar, KALİTESİNİN SULAMA SUYU x Mehmet Karpuzcu AÇISINDAN ARAŞTIRILMASI KONDUİTLE DESTEKLENMİŞ KÜRŞAT ŞEKERCİ, FLOTASYON KOLONUNDA HAVA HOLÜ 3. E-0227 MUHAMMED x ÇAPININ FLOTASYON CİHAT TUNA PERFORMANSINA ETKİSİ EFFECT OF THE ENVIRONMENT OF Ben Khadda BEN THE BENI HAROUN DAM (MILA) ON 4. L-0226 AMMAR, Bouzidi THE MECHANICAL BEHAVIOR OF x MEZGHICHE PREFABRICATED CONCRETE FOR THE SPILLWAY AND THE DIKE Comparison of Volume-of-Fluıd (VOF) Muhammed Uçar, Advection Methods With 5. G-0224 Şerife Yurdagül x Experimental Analysis Of Air-Water Kumcu Flow Structure In A Circular Dropshaft Muhammed Uçar, Comparison of Physical Modeling and 6. E-0223 Şerife Yurdagül CFD Simulation of Flow Over Spillway x Kumcu in the Arkun Dam İdris Bedirhanoglu, DAMAGE OF THE DERBENDIKHAN Cagri 7. A-0219 DAM DURING THE LAST Mw 7.3 x Mollamahmutoglu, HALABJA EARTHQUAKE Sefik Imamoglu THE DESIGN AND CONSTRUCTION OF 8. N-0217 Donald Bruce GROUT CURTAINS AND CUTOFF x WALLS FOR EXISTING DAMS DAM SAFETY IN BULGARIA – SOME 9. C-0215 Dimitar Kisliakov RECENT DEVELOPMENTS, POLICIES x AND PRACTICE Tamaz Chelidze, Alessandro Tibaldi, Nino Tsereteli, Early Warning Systems for Dam 10. N-0214 Vakhtang Safety: case of Large Enguri Dam, x Abashidze, Nodar Georgia Varamashvili, Zurab Chelidze INVESTIGATING IMPACT OF DAMS ON Muhammet Yılmaz, 11. N-0213 ANNUAL MAXIMUM FLOWS OF x Fatih Tosunoğlu RIVERS IN EUPHRATES BASIN, TURKEY <br> Fatih TOSUNOGLU, PRECISE ESTIMATION OF PEAK FLOWS Muhammet 12.
    [Show full text]
  • Limak Group of Companies Annual Report 2015 Limak 40Th Year Anniversary Meeting, 1-3 April 2016, Antalya Limak Group of Companies Annual Report 2015 Contents
    Limak Group of Companies Annual Report 2015 Limak 40th Year Anniversary Meeting, 1-3 April 2016, Antalya Limak Group of Companies Annual Report 2015 Contents CONSTRUCTION TOURISM CEMENT 4 Introduction 12 Projects 41 Investments 55 Investments 73 6 Limak Milestones 14 Ongoing Domestic Projects 42 Awards 56 Awards 74 8 Group Structure 15 İstanbul New Airport 44 Arcadia Golf & Sport Resort 58 Limak Kurtalan Cement 9 Our Global 16 Ankara High-Speed Train Station 45 Limra Hotel & Resort 59 Limak Ergani Cement 75 Collaborations 17 Ankara Potable Water Phase II Project, 46 Atlantis De Luxe Hotel & Resort 60 Limak Gaziantep Cement Gerede System 47 Lara De Luxe Hotel & Resort 61 Limak Şanlıurfa Cement 76 17 Tandoğan-Keçiören (M4) Subway Line 48 Ambassadore Boutique Hotel 62 Limak Bitlis Cement 77 18 Ankara-Sivas High-Speed Train Project, 49 Eurasia Luxury Hotel 63 Limak Mardin Cement 78 Kırıkkale-Yerköy Section 50 Yalova Thermal Boutique Hotel 64 Limak Ankara Cement 78 18 Kahramanmaraş-Göksun 51 Limak Babylon Hotel & Resort 65 Limak Balıkesir Cement 79 6th Region Border Road Part I 66 Limak Trakya Cement 79 19 Kahramanmaraş-Göksun 67 Limak Ege Cement 80 6th Region Border Road Part II 68 Limak Kilis BIMS 80 19 Yusufeli Dam and HEPP 69 Limak Ready-Mixed 81 20 Kargı Dam and HEPP Concrete Plants 81 20 Şırnak Pervari - Narlı Road Junction 21 TANAP Lot 4 82 22 Ongoing International Projects 82 23 Cairo International Airport 83 Terminal Building No. 2 84 (TB2) Renovation & Expansion 84 24 Yuzhny International Airport, Russia 85 25 Kuwait International
    [Show full text]