Engineering Geology of Dam Foundations in North - Western Greece
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
Recent Geomorphic Evolution of the Fan Delta of the Mornos River, Greece: Natural Processes and Human Impacts
Δελτίο της Ελληνικής Γεωλογικής Εταιρίας τομ. ΧΧΧΧ, Bulletin of the Geological Society of Greece vol. XXXX, 2007 2007 Proceedings of the 11th International Congress, Athens, May, Πρακτικά 11ου Διεθνούς Συνεδρίου, Αθήνα, Μάιος 2007 2007 RECENT GEOMORPHIC EVOLUTION OF THE FAN DELTA OF THE MORNOS RIVER, GREECE: NATURAL PROCESSES AND HUMAN IMPACTS Karymbalis E., Gaki-Papanastassiou K.2, and Maroukian H.2 1 Harokopio University, Department of Geography, [email protected] National and Kapodistrian University of Athens, Faculty of Geology and Geoenvironment, Department of Geography and Climatology, [email protected], [email protected] Abstract The Mornos river fan delta is located on the northern side of the western Gulf of Corinth is a Gilbert-type fan delta with an arcuate form characterised by the abun dance of coarse sediments. In order to determine the processes which contributed in the configuration of the fan delta during the last two centuries a detailed geomor- phic map was prepared depicting both the deltaic plain and the coastal zone fea tures. Comparative examination of 1945, 1986 and 1998 aerial photographs and re liable maps of the last two centuries along with field observations detected recent changes of the fan delta. The construction of a dam in the upper reaches of the basin in 1980 has significantly decreased the sediment supply downstream and has slack ened the growth of the fan delta. After 1980 the eastern distributary has been aban doned causing a 120 m retreat at the river mouth. Although a progradation rate of 4 m/year has been observed for the western active distributary in the period between 1945 and 1986, no remarkable changes have occurred since that period. -
Are Landscapes Buffered to High-Frequency
Watkins et al. Are landscapes buffered to high-frequency climate change? A comparison of sediment fluxes and depositional volumes in the Corinth Rift, central Greece, over the past 130 k.y. Stephen E. Watkins1,†, Alexander C. Whittaker1, Rebecca E. Bell1, Lisa C. McNeill2, Robert L. Gawthorpe3, Sam A.S. Brooke1, and Casey W. Nixon3 1Department of Earth Science and Engineering, Imperial College London, Prince Consort Road, London, SW7 2AZ, UK 2Ocean and Earth Science, National Oceanography Centre Southampton, University of Southampton, Southampton, SO14 3ZH, UK 3Department of Earth Science, University of Bergen, Allégaten 41, 5007 Bergen, Norway ABSTRACT vary spatially around the gulf, and we used istics of sediment supply to depocenters (e.g., them to derive minimum catchment-aver- Humphrey and Heller, 1995; Allen and Dens- Sediment supply is a fundamental control aged denudation rates of 0.18–0.55 mm/yr. more, 2000; Gawthorpe and Leeder, 2000; on the stratigraphic record. However, a key Significantly, our time series of basin sedi- Densmore et al., 2003; Cowie et al., 2006; question is the extent to which climate affects mentary volumes demonstrate a clear reduc- Backert et al., 2010). However, the importance sediment fluxes in time and space. To address tion in sediment accumulation rates during of climate in controlling sediment fluxes from this question, estimates of sediment fluxes the last glacial period compared to the cur- catchments to depositional basins over a range can be compared with measured sediment rent interglacial. This implies that Holocene of timescales remains contentious (e.g., Collier volumes within a closed basin that has well- sediment fluxes must have increased rela- et al., 2000; Jerolmack and Paola, 2010; Simp- constrained tectonic boundary conditions tive to Late Pleistocene times. -
Read and Understand These Archi- Ves
IAS Newsletter 203 April 2006 SUPER SEDIMENTOLOGICAL EXPOSURES The extensional Corinth-Patras basin evolution from Pliocene to present and the different coarse-grained fan-delta types along Corinth sub-basin Introduction to 30 km and 20 km wide, respectively) due to a NE-trending rifted sub-basin (Rion sub-basin, 15 The Corinth–Patras basin is a late km long and up to 3 km wide; Fig. Pliocene to Quaternary WNW 1B). Both sub-basins (Corinth and trending extensional basin that Patras) show high rates of subsidence extends for 130km across the Greek along the southern, more active mainland. It formed by late Cenozoic margins. Changes in predominant back-arc extension behind the stress directions at this time led to Hellenic trench (Fig. 1A; Zelilidis, the Rion sub-basin acting as a transfer 2000). During the Pliocene, zone between the extending Patras extension formed the Corinth– and Corinth sub-basins. Due to the Patras basin, and the resulting WNW- above-mentioned different fault directed basin was relatively uniform trends in the area of the Rion sub- in width and depth along its axis (Fig. basin, the Corinth–Patras basin 1B). locally became very narrow and The Corinth–Patras basin was shallow, forming the Rion Strait separated into two WNW-trending which influences sedimentological sub-basins (Corinth and Patras sub- evolution of the whole basin (Figs 2 basins, 90 km and 30 km long and up and 3). 3 IAS Newsletter 203 April 2006 Figure 1. (A) Sketch map of Greece: black area indicates the studied area (shown in B and C). -
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. -
Thickness of the Lithosphere Beneath Turkey and Surroundings from S-Receiver Functions
Solid Earth, 6, 971–984, 2015 www.solid-earth.net/6/971/2015/ doi:10.5194/se-6-971-2015 © Author(s) 2015. CC Attribution 3.0 License. Thickness of the lithosphere beneath Turkey and surroundings from S-receiver functions R. Kind1,2, T. Eken3, F. Tilmann1,2, F. Sodoudi1, T. Taymaz3, F. Bulut4, X. Yuan1, B. Can5, and F. Schneider1 1Deutsches GeoForschungsZentrum GFZ, Potsdam, Germany 2Freie Universität, Fachrichtung Geophysik, Berlin, Germany 3Department of Geophysical Engineering, The Faculty of Mines, Istanbul Technical University, 34469 Maslak, Istanbul, Turkey 4Istanbul Aydın University, AFAM D. A. E. Research Centre, Istanbul, Turkey 5Bogaziçi University, Kandilli Observatory and Earthquake Research Institute (KOERI), Istanbul, Turkey Correspondence to: R. Kind ([email protected]) Received: 9 March 2015 – Published in Solid Earth Discuss.: 10 April 2015 Revised: 8 July 2015 – Accepted: 15 July 2015 – Published: 31 July 2015 Abstract. We analyze S-receiver functions to investigate lies on studies that examined the data from several temporary variations of lithospheric thickness below the entire region and permanent seismic networks (e.g., Angus et al., 2006; of Turkey and surrounding areas. The teleseismic data used Sodoudi et al., 2006, 2015; Gök et al., 2007, 2015; Vanacore here have been compiled combining all permanent seismic et al., 2013; Vinnik et al., 2014). Interpretations from these stations which are open to public access. We obtained almost studies are either confined to a limited region or to a limited 12 000 S-receiver function traces characterizing the seismic depth extent, i.e., to crustal depths only. Thus, the variations discontinuities between the Moho and the discontinuity at of lithospheric thickness have not yet been homogeneously 410 km depth. -
Cable Failures in the Gulf of Corinth : a Case History
LAMONT GEOLOGICAL OBSERVATORY (Columbia University) Palisades, New York CABLE FAILURES IN THE GULF OF CORINTH: A CASE HISTORY By Bruce C. Heezen, Maurice Ewing, and G. L. Johnson Prepared for The Bell Telephone Laboratories Murray Hill, New Jersey July, 1960 LAMONT GEOLOGICAL OBSERVATORY (Columbia University) Palisades, New York CABLE FAILURES IN THE GULF OF CORINTH: A CASE HISTORY By Bruce C. Heezen, Maurice Ewing, and G. L. Johnson Prepared for The Bell Telephone Laboratories Murray Hill, New Jersey July, 1960 TABLE OF CONTENTS Page ABSTRACT 1 PREFACE 3 INTRODUCTION 3 Acknowledgments 3 SUBMARINE TOPOGRAPHY 4 Physiographic Provinces 4 Continental Shelf 12 Continental Slope 12 Gulf Floor 25 Corinth Abyssal Plain 25 REGIONAL GEOLOGY 25 Geomagnetic Profiles 27 Seismicity 27 SEDIMENTS 31 Sediment Distribution and Physiographic Provinces 31 Continental Shelf 31 Continental Slope 31 Gulf Floor 34 Corinth Abyssal Plain 34 Distribution of Recent Sediments, Discussion 35 Probable Pre-Recent Sediments 35 PHYSICAL OCEANOGRAPHY AND WEATHER 38 Weather 38 Tides 39 Serial Oceanographic Observations 44 Radiocarbon 44 SUBMARINE CABLE FAILURES 51 Cable Repair Data 51 Geographical Distribution of Cable Failures 64 Trench Line Repairs at Patras 65 Repairs Near the Break at Patras 65 The Narrows and Western Entrance to the 65 Gulf of Corinth 65 Seaward of Mornos River 70 in Table of Contents (Cont'd.) Page Axial Canyon - Western Gulf of Corinth 70 Continental Slope Seaward of Erineous River 71 Continental Slope and Plain Seaward of the Meganitis River 71 -
54. Mesozoic–Tertiary Tectonic Evolution of the Easternmost Mediterranean Area: Integration of Marine and Land Evidence1
Robertson, A.H.F., Emeis, K.-C., Richter, C., and Camerlenghi, A. (Eds.), 1998 Proceedings of the Ocean Drilling Program, Scientific Results, Vol. 160 54. MESOZOIC–TERTIARY TECTONIC EVOLUTION OF THE EASTERNMOST MEDITERRANEAN AREA: INTEGRATION OF MARINE AND LAND EVIDENCE1 Alastair H.F. Robertson2 ABSTRACT This paper presents a synthesis of Holocene to Late Paleozoic marine and land evidence from the easternmost Mediterra- nean area, in the light of recent ODP Leg 160 drilling results from the Eratosthenes Seamount. The synthesis is founded on three key conclusions derived from marine- and land-based study over the last decade. First, the North African and Levant coastal and offshore areas represent a Mesozoic rifted continental margin of Triassic age, with the Levantine Basin being under- lain by oceanic crust. Second, Mesozoic ophiolites and related continental margin units in southern Turkey and Cyprus repre- sent tectonically emplaced remnants of a southerly Neotethyan oceanic basin and are not far-travelled units derived from a single Neotethys far to the north. Third, the present boundary of the African and Eurasian plates runs approximately east-west across the easternmost Mediterranean and is located between Cyprus and the Eratosthenes Seamount. The marine and land geology of the easternmost Mediterranean is discussed utilizing four north-south segments, followed by presentation of a plate tectonic reconstruction for the Late Permian to Holocene time. INTRODUCTION ocean (Figs. 2, 3; Le Pichon, 1982). The easternmost Mediterranean is defined as that part of the Eastern Mediterranean Sea located east ° The objective here is to integrate marine- and land-based geolog- of the Aegean (east of 28 E longitude). -
Karditsa’S Ecosystem of Collaboration Greece
Resituating the Local in Cohesion and Territorial Development Case Study Report Karditsa’s Ecosystem of Collaboration Greece Authors: UTH Research Team Report Information Title: Case Study Report: Karditsa’s Ecosystem of Collaboration, Greece (RELOCAL Deliverable 6.2) Authors: George Petrakos, Lefteris Topaloglou, Aggeliki Anagnostou, Victor Cupcea Contributions from: UTH Research Team Version: 2 Date of Publication: 29.03.2019 Dissemination level: Public Project Information Project Acronym RELOCAL Project Full title: Resituating the Local in Cohesion and Territorial Develop- ment Grant Agreement: 727097 Project Duration: 48 months Project coordinator: UEF Bibliographic Information Petrakos G, Topaloglou L, Anagnostou A and Cupcea V (2019) Karditsa’s Ecosystem of Collaboration, Greece. RELOCAL Case Study N° 6/33. Joensuu: University of Eastern Finland. Information may be quoted provided the source is stated accurately and clearly. Reproduction for own/internal use is permitted. This paper can be downloaded from our website: https://relocal.eu i Table of Contents List of Figures ........................................................................................................................................ iii List of Maps & Photos ......................................................................................................................... iii List of Tables ......................................................................................................................................... iii Abbreviations ...................................................................................................................................... -
Tectonics and Magmatism in Turkey and the Surrounding Area Geological Society Special Publications Series Editors
Tectonics and Magmatism in Turkey and the Surrounding Area Geological Society Special Publications Series Editors A. J. HARTLEY R. E. HOLDSWORTH A. C. MORTON M. S. STOKER Special Publication reviewing procedures The Society makes every effort to ensure that the scientific and production quality of its books matches that of its journals. Since 1997, all book proposals have been refereed by specialist reviewers as well as by the Society's Publications Committee. If the referees identify weaknesses in the proposal, these must be addressed before the proposal is accepted. Once the book is accepted, the Society has a team of series editors (listed above) who ensure that the volume editors follow strict guidelines on refereeing and quality control. We insist that individual papers can only be accepted after satisfactory review by two independent referees. The questions on the review forms are similar to those for Journal of the Geological Society. The referees' forms and comments must be available to the Society's series editors on request. Although many of the books result from meetings, the editors are expected to commission papers that were not presented at the meeting to ensure that the book provides a balanced coverage of the subject. Being accepted for presentation at the meeting does not guarantee inclusion in the book. Geological Society Special Publications are included in the ISI Science Citation Index, but they do not have an impact factor, the latter being applicable only to journals. More information about submitting a proposal and producing a Special Publication can be found on the Society's web site: www.geolsoc.org.uk. -
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 ..............................................