Water Management, Expertise and Techno- Politics in Energy And
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Verification of Vulnerable Zones Identified Under the Nitrate Directive \ and Sensitive Areas Identified Under the Urban Waste W
CONTENTS 1 INTRODUCTION 1 1.1 THE URBAN WASTEWATER TREATMENT DIRECTIVE (91/271/EEC) 1 1.2 THE NITRATES DIRECTIVE (91/676/EEC) 3 1.3 APPROACH AND METHODOLOGY 4 2 THE OFFICIAL GREEK DESIGNATION PROCESS 9 2.1 OVERVIEW OF THE CURRENT SITUATION IN GREECE 9 2.2 OFFICIAL DESIGNATION OF SENSITIVE AREAS 10 2.3 OFFICIAL DESIGNATION OF VULNERABLE ZONES 14 1 INTRODUCTION This report is a review of the areas designated as Sensitive Areas in conformity with the Urban Waste Water Treatment Directive 91/271/EEC and Vulnerable Zones in conformity with the Nitrates Directive 91/676/EEC in Greece. The review also includes suggestions for further areas that should be designated within the scope of these two Directives. Although the two Directives have different objectives, the areas designated as sensitive or vulnerable are reviewed simultaneously because of the similarities in the designation process. The investigations will focus upon: • Checking that those waters that should be identified according to either Directive have been; • in the case of the Nitrates Directive, assessing whether vulnerable zones have been designated correctly and comprehensively. The identification of vulnerable zones and sensitive areas in relation to the Nitrates Directive and Urban Waste Water Treatment Directive is carried out according to both common and specific criteria, as these are specified in the two Directives. 1.1 THE URBAN WASTEWATER TREATMENT DIRECTIVE (91/271/EEC) The Directive concerns the collection, treatment and discharge of urban wastewater as well as biodegradable wastewater from certain industrial sectors. The designation of sensitive areas is required by the Directive since, depending on the sensitivity of the receptor, treatment of a different level is necessary prior to discharge. -
Dealing with Flood Events at Hydroelectric Plant Areas in Western Greece Msc
Dealing with Flood Events at Hydroelectric Plant Areas in Western Greece MSc. Christos Roilos Geologist - Seismologist Dam Safety Sector, Hydroelectric Generation Department, Public Power Corporation Annual Precipitation in Greece (millimetres in height) The Hydroelectric development from 1950 up to date Greece is an over 80 % mountainous country with a complicated rugged relief and a variety of climates Hydroelectric Power Plants are situated in the northwestern part, where most of the mountains are located 1950-1975 8 large Hydroelectric Power Plants, totaling 1.410 MW, were built. Among them the 3 biggest ones : Agras, Ladhon, Louros, Tavropos, Kremasta, Kastraki, Edessaios, Polyphyto 1976 up to date 9 large & 5 small Hydroelectric Power Plants, totalling 1.800,2 MW, were built. Among them the two pump storage plants: Pournari I & II, Sfikia, Assomata, Stratos I, Stratos II, Pighai Aoos, Thissavros, Platanovryssi, Ghiona, Makrochori, Aghia Varvara, Ilarion HPP, Ilarion SHPP The actual situation of PPC Hydroelectric Power Plants - Acheloos r. Hydro Scheme (Kremasta, Kastraki, Stratos-I): 907,2 MW - Aliakmon r. Hydro Scheme (Ilarion, Polyphyto, Sfikia, Assomata / Agras, Edessaios): 1020,0 MW - Arachthos r. Hydro Scheme (Pournari-I, Pournari-II / Aoos): 543,6 MW - Nestos r. Hydro Scheme (Thissavros-Platanovryssi): 500 MW - N. Plastiras HPP (Tavropos r.): 129,9 MW - Ladon HPP (Ladon r.): 70 MW - Small HPP: 46,7 MW TOTAL: 3.217,4 MW The planning for dealing with the flood events a) anti-flood protection of the river side areas, b) hydroelectric installations safety, and c) maximizing power generation. The anti-flood protection rendered by a dam along with the relevant reservoir is proportionate to: 1. -
Land Routes in Aetolia (Greece)
Yvette Bommeljé The long and winding road: land routes in Aetolia Peter Doorn (Greece) since Byzantine times In one or two years from now, the last village of the was born, is the northern part of the research area of the southern Pindos mountains will be accessible by road. Aetolian Studies Project. In 1960 Bakogiánnis had Until some decades ago, most settlements in this backward described how his native village of Khelidón was only region were only connected by footpaths and mule tracks. connected to the outside world by what are called karélia In the literature it is generally assumed that the mountain (Bakogiánnis 1960: 71). A karéli consists of a cable population of Central Greece lived in isolation. In fact, a spanning a river from which hangs a case or a rack with a dense network of tracks and paths connected all settlements pulley. The traveller either pulls himself and his goods with each other, and a number of main routes linked the to the other side or is pulled by a helper. When we area with the outside world. visited the village in 1988, it could still only be reached The main arteries were well constructed: they were on foot. The nearest road was an hour’s walk away. paved with cobbles and buttressed by sustaining walls. Although the village was without electricity, a shuttle At many river crossings elegant stone bridges witness the service by donkey supplied the local kafeneíon with beer importance of the routes. Traditional country inns indicate and cola. the places where the traveller could rest and feed himself Since then, the bulldozer has moved on and connected and his animals. -
Engineering Geology of Dam Foundations in North - Western Greece
Durham E-Theses Engineering geology of dam foundations in north - Western Greece Papageorgiou, Sotiris A. How to cite: Papageorgiou, Sotiris A. (1983) Engineering geology of dam foundations in north - Western Greece, Durham theses, Durham University. Available at Durham E-Theses Online: http://etheses.dur.ac.uk/9361/ Use policy The full-text may be used and/or reproduced, and given to third parties in any format or medium, without prior permission or charge, for personal research or study, educational, or not-for-prot purposes provided that: • a full bibliographic reference is made to the original source • a link is made to the metadata record in Durham E-Theses • the full-text is not changed in any way The full-text must not be sold in any format or medium without the formal permission of the copyright holders. Please consult the full Durham E-Theses policy for further details. Academic Support Oce, Durham University, University Oce, Old Elvet, Durham DH1 3HP e-mail: [email protected] Tel: +44 0191 334 6107 http://etheses.dur.ac.uk ENGINEERING GEOLOGY OF DAM FOUNDATIONS IN NORTH - WESTERN GREECE by Sotiris A. Papageorgiou B.Sc.Athens, M.Sc.Durham (Graduate Society) The copyright of this thesis rests with the author. No quotation from it should be published without his prior written consent and information derived from it should be acknowledged. A thesis submitted to the University of Durham for the Degree of Doctor of Philosophy 1983 MAIN VOLUME i WALLS AS MUCH AS YOU CAN Without consideration, without pity, without shame And if you cannot make your life as you want it, they have built big and high walls around me. -
Feasibility and Environmental Appraisal of a Small Hydro-Power Plant
Feasibility and environmental appraisal of a small hydro-power plant. University of Piraeus Department of Business Administration European Masters in Business Administration(MBA) -Total QualityManagement (TQM) Thesis: “Feasibility and environmental appraisal of a small hydro-power plant.” By Vougioukli Adamantia Zoi Civil engineer, Dipl. AUTH Supervisor: Assoc. Prof. Dr. Dimitrios A. Georgakellos Piraeus, 2013 1 Feasibility and environmental appraisal of a small hydro-power plant. I would like to thank Mr Georgakellos for his valuable help. Without his advice and material support it would not have been possible to complete this task. I thank him sincerely for our perfect collaboration and his contribution to the completion of my thesis. I dedicate this thesis to my family and friends who were beside me and supported me throughout these years!!! 2 Feasibility and environmental appraisal of a small hydro-power plant. INDEX Chapter 1 - Summary of the the project ........................................................................... 10 1.1 Energy and HP .................................................................................................. 10 1.2 Structure of the work ......................................................................................... 11 Chapter 2 -Aim, description and significance of the project ........................................... 13 Chapter 3- Analysis of the market for renewable energy sources and Marketing ........... 15 3.1 - Introductory data for Renewable Energy Sources .............................................. -
Print Sheet Remote1
Отдалечени места към Зона I, II и III П.Код Населено място П.Код Населено място П.Код Населено място П.Код Населено място 11361 KICELI 27100 KERAMIDIA 44015 LAGKADA 70004 KSEROKABOS 12351 AGIA VARVARA 27100 MONI FRAGKOPIDIMATOS 44015 LIKORRAXI 70004 PERVOLA 13561 AGII ANARGIRI 27100 TRAGANO 44015 OKSIA 70004 PEFKOS 13672 PARNITHA 27200 AGIA MARINA 44015 PLAGIA 70004 SKAFIDIA 13679 AGIA TRIADA PARNITHAS 27200 ANALICI 44015 PLIKATI 70004 STAFRIA 13679 KSENIA PARNITHAS 27200 ASTEREIKA 44015 PIRSOGIANNI 70004 SIKOLOGOS 14451 METAMORFOSI 27200 PALEOLANTHI 44015 XIONADES 70004 SINDONIA 14568 KRIONERI 27200 PALEOXORI 44017 AGIA VARVARA 70004 TERTSA 15342 AGIA PARASKEFI 27200 PERISTERI 44017 AGIA MARINA 70004 FAFLAGKOS 18010 AGIA MARINA 27300 AGIA MAFRA 44017 VEDERIKOS 70004 XONDROS 18010 AGKISTRI 27300 KALIVIA 44017 VERENIKI 70004 CARI FORADA 18010 EGINITISSA 28080 AGIOS NIKOLAOS 44017 VROSINA 70005 AVDOU 18010 ALONES 28080 GRIZATA 44017 VRISOULA 70005 ANO KERA 18010 APONISOS 28080 DIGALETO 44017 GARDIKI 70005 GONIES 18010 APOSPORIDES 28080 ZERVATA 44017 GKRIBOVO 70005 KERA 18010 VATHI 28080 KARAVOMILOS 44017 GRANITSA 70005 KRASIO 18010 VATHI 28080 KOULOURATA 44017 DIXOUNI 70005 MONI KARDIOTISSAS 18010 VIGLA 28080 POULATA 44017 DOVLA 70005 MOXOS 18010 VLAXIDES 28080 STAVERIS 44017 DOMOLESSA 70005 POTAMIES 18010 GIANNAKIDES 28080 TZANEKATA 44017 ZALOGO 70005 SFENDILI 18010 THERMA 28080 TSAKARISIANOS 44017 KALLITHEA 70006 AGIA PARASKEFI 18010 KANAKIDES 28080 XALIOTATA 44017 KATO VERENIKI 70006 AGNOS 18010 KLIMA 28080 XARAKTI 44017 KATO ZALOGO -
Multi-Temporal Monitoring of Slow Moving Landslides in South Pindus Mountain Range, Creece
MULTI-TEMPORAL MONITORING OF SLOW MOVING LANDSLIDES IN SOUTH PINDUS MOUNTAIN RANGE, CREECE Christina Psychogyiou (1), Ioannis Papoutsis (1), Charalambos Kontoes (1), Eleftheria Poyiadji(2), Natalia Spanou(2), Nikolaos Klimis(3) (1) National Observatory of Athens, Institute of Space Applications and Remote Sensing, Athens, Greece, [email protected] (2) Institute of Geology and Mineral Exploration, Athens, Greece, [email protected] (3) Section of Geotechnical Engineering, Department of Civil Engineering, Democritus University of Thrace, Xanthi, Greece, [email protected] ABSTRACT datasets, primarily for detecting extremely to very slow moving landslides (according to velocity scale proposed The high frequency of landslide occurrences in Central by IGUS/WGL, 1995). The availability of pre-existing and Western Greece, part of the Pindus mountain range, landslide inventory at the region of interest provided by is now approached by exploiting the high temporal the Institute of Geology and Mineral Exploration - sampling rate of historical ERS-1/2 and ENVISAT SAR IGME-GR (Greek Geological Survey) permits the imagery in combination with the Multi Temporal spatial correlation of the MTI results with ground truth Interferometry (MTI) technique. An existing well- observations leading to an updated inventory and to established ground truth dataset is updated and enriched susceptibility statistical assessment and mapping. with the diachronic MTI results. Critical areas prone to Additionally, the wide spatial coverage of the processed slide are evaluated through susceptibility assessment frame has also allowed the recognition of subsidence and mapping taking into consideration the challenging phenomena, tectonic deformation rates and settlements environmental factors which dominate at the area of on infrastructures of economic and social impact at the interest. -
Modeling and Optimization of a Hydroelectric Power Plant for a National Grid Power System Supply. Case Study: Stratos Hydroelectric Dam | Diploma Thesis |
Technical University of Crete School of Electrical and Computer Engineering, Chania Modeling and Optimization of a Hydroelectric Power Plant for a National Grid Power System Supply. Case Study: Stratos Hydroelectric Dam | Diploma Thesis | Panagiotis Margonis Presentation Date: 24 March 2017 Supervisor: Prof. George Stavrakakis Committee members Prof. George Stavrakakis Prof. Kostas Kalaitzakis Dr. Eleftheria Sergaki [i] Preface This diploma thesis has been carried out at the Department of Electrical & Computer engineering at the Technical University of Crete (TUC) during the fall of 2016. I would like to thank my two supervisors Professor George Stavrakakis and Doctor Eleftheria Sergaki, for their guidance and readiness to help, whenever it was needed, despite always being busy with their heavy schedule, and doing so with good spirits. I would also like to thank the member of the selection committee, Professor Kostas Kalaitzakis for the precious knowledge he has given me all the years of my studies at the Technical University of Crete. The extent of the thesis would not be possible without an accurate numerical model, and great thanks are expressed towards Mr. George Lappas who did not only provide with data and knowledge about the Kastraki dam and the Stratos I dam, but has taken the time to answer questions and help with his understanding of some results. A special thanks goes out to Mr. Dimitrios Papakammenos manager (PPC S.A) of Achelous dams for allowing a very interesting and educational visit to the Kastraki & Stratos I Hydroelectric Plants. Still, I always thank my parents for their confidence in me over the years and to support me in my effort to give courage and strength to go on. -
Study on Renewable Energy Sources in the Aoos Basin – Beyond Hydropower Exploitation
STUDY ON RENEWABLE ENERGY SOURCES IN THE AOOS BASIN – BEYOND HYDROPOWER EXPLOITATION Towards a truly sustainable energy future in October 2019 Northern Pindos Study on Renewable Energy Sources in the Aoos basin – beyond hydropower exploitation Study on Renewable Energy Sources in the Aoos basin – beyond hydropower exploitation Research and writing NIKOLAS KATSOULAKOS, Mechanical Engineer, PhD, MSc LEFKOTHEA PAPADA, Civil Engineer, PhD, MSc TATIANA VRAZITOULI, Mining and Metallurgical Engineer, MSc GEORGIOS PALAMAS, Economist - Researcher, MSc Commissioned by: Pindos Perivallontiki Nonprofit Organization for the protection of the natural and man-made environment Metsovou 12, 45221, Ioannina, Greece Contact Person: Tonia Galani With contributions of: EuroNatur European Nature Heritage Foundation Westendstraße 3 78315 Radolfzell, Germany Contact person: Annette Spangenberg and Riverwatch Society for the Protection of Rivers Neustiftgasse 36, 1070 Vienna, Austria Contact person: DI Ulrich Eichelmann Cover photo Aoos river, running through the rocky gorge that is formed within its first kilometers in Greece, before reaching Konitsa. This publication is a part of the "Save the Blue Heart of Europe" campaign organized by EuroNatur – European Nature Heritage Foundation (www.euronatur.org), Riverwatch-Society for the Protection of Rivers (https://riverwatch.eu/) and Pindos Perivallontiki – a nonprofit organization for the protection of the natural and man-made environment (www.pindosperivallontiki.org/). CONTENTS THE “ENERGY LANDSCAPE” OF GREECE -
Earthquakes and Impounded Dams
Commentary Earthquakes and Impounded Dams P. Loganathan FIGM In a recent article in the “The Star” (13th October, 2014), Dr Harsh K. Gupta, an Indian authority in the field of seismology, had stated that “the filling of a man-made water reservoir can induce tremors in the earth”. He further stated that “there have been at least half a dozen reservoir-triggered earthquakes registering magnitudes 6.0 and larger, causing substantial damage and killing hundreds”. Dr Gupta had pointed out that “When the reservoir is impounded, fluid pressure increases and the accumulated stresses make it possible for ruptures to occur. Globally, there are already more than 150 examples of these provoked earthquakes, such as Koynanagar in India (1967), Xinfengjiang in China (1962), and Kremasta in Greece (1966)”. The Koynanagar earthquake, reported as among the greatest earthquakes of historical times in the Indian peninsula (Berg et al. 1969), occurred near Koynanagar town in Maharashtra, western India on 11 December 1967. The 6.2 (average) magnitude earthquake had occurred near the site of the Koynanagar (or, Koyna) hydro-electric dam (installed capacity 1960 MW) and had intensity of VIII (MM) at Koynanagar (Berg et al. op cit.). In this incident, at least 180 lives were lost and over 1,500 injured. Although more than 80% of the houses in the township were damaged, the dam did not suffer any major damage to the dam except for some cracks which were quickly repaired. The earthquake caused a 10 – 15 cm fissure in the ground over a length of 25 kilometres. The Koyna Dam, constructed in an area underlain by the Deccan Traps, a series of basaltic volcanic flows of Cretaceous – Eocene age, at peak storage impounds some 280,337,000 cu. -
Reverse Hydro Pump - Storage
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by University of Thessaly Institutional Repository Department of Electrical and Computer Engineering Reverse Hydro Pump - Storage A Thesis presented by Katsivelakis Michail, Tsantzalis Sofoklis Submitted to the Department of Electrical and Computer Engineering in partial fulfillment of the requirements for the degree of Diploma Thesis in Electrical and Computer Engineering Volos, Thessaly, October, 2018 Τμήμα Hlektroλόgwn Mhqanik¸n kai Mhqanik¸n Upologist¸n Αποθήκευση Udrohλεκτρικής enèrgeiac mèsw antÐstrofhc antlÐac Διπλωματική ergasÐa από Κατσιβελάκης Miχαήλ, Τσαντζάλης Σοφοκλής ParadÐdetai sto Τμήμα Hlektroλόgwn Mhqanik¸n kai Mhqanik¸n Upologist¸n gia thn oλοκλήρωση twn apaÐthsewn tou DÐplwmatoc tou Hlektroλόgou Μηχανικόu kai Μηχανικού Upologist¸n Βόloc, Okt¸brioc, 2018 The committee members, hereby, certify that have read the thesis presented by Katsivelakis Michail, Tsantzalis Sofoklis and that it is fully adequate in scope and quality as a partial requirement for the degree of Bachelor of Science in Electrical and Computer Engineering. Dr. Eleftherios Tsoukalas University of Thessaly Principal Advisor Dr. Dimitrios Bargiotas University of Thessaly Committee Member Volos, Thessaly, October, 2018 i Declaration of Authorship We, Katsivelakis Michail, Tsantzalis Sofoklis, declare that this thesis titled, ”Reverse Hydro Pump - Storage” and the work presented in it are my own. I confirm that: • This work was done wholly or mainly while in candidature for a research degree at this University. • Where any part of this thesis has previously been submitted for a degree or any other qualification at this University or any other institution, this has been clearly stated. • Where I have consulted the published work of others, this is always clearly attributed. -
15-Days Pindos, Epirus & Macedonian Nationalpark 4X4 Overland Expedition Tour in Greece
15-days Pindos, Epirus & Macedonian Nationalpark 4x4 Overland Expedition tour in Greece Description Exploration trip from the southern mountains of Pindos till the protected area of Epirus, with notable ecological and cultural points of interest and remarkable architecture, history and gastronomy. The route is surrounded by fir trees, ideal for the 4WD fans with streaming rivers, canyons, historical monuments, monasteries, traditional bridges and stone houses, all combined to experience a magical journey. Tour through cramped routes and forest roads in the mountain range of Pindos. Starting from the south in the forested Evritania with the towering fir-covered mountains, the abundant running waters, and gorges of unique beauty, we are heading north to the mountains, rivers and turquoise waters of the lakeside plains of Lake Plastira in Agrafa. The trip continues up to the one-of-a-kind geological rocks of Meteora, in order to visit the second most important monestery complex in Greece, after Mount Athos, which is included in the list of UNESCO World Heritage Sites. Routes to the rivers, the lakes and the stone bridges invite you on a journey of images and senses. The cold waters of the springs and the rushing waters of the torrents unite and create shallow and rushing rivers, wetlands and lakes to create the rivers of Aliakmonas and Aoos that give life to the Pindos National Park along with the tributary of Voidomatis with the clean, cold and crystal clear waters crossing the Vikos Gorge. We visit the unique artefacts of traditional folk architecture, the villages and the stone arched bridges, built in wild landscapes.