The Sedimentary Sequence Recovered from the Voka Outcrops, Northeastern Estonia: Implications for Late Pleistocene Stratigraphy
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Nõmme Kohtla- Järve
77 A B C A B C 8 1 1 1 1 Magerburg Y (Suudme) NARVA-JÕESUU ! Kudruküla N a MetskiY Kudruküla r v a Riigiküla Y j Leekovasoo õ AugaY (Vaasa) g 2 2 2 Kudruküla Y i 2 VanakülaY ArukülaY Y Y ! Toila (as) Härmamäe-Vaasovi Sininõmme Ontika-Saka ! Y Saka (as) (Peen-Saka) Vabatküla ! Y " Y Valaste YRahuküla Ontika Toila Martsa YMänniku Meriküla! Y Vepsküla Ontika Y Hoovi ! Kivisaare Vodava ! Saka Saka TOILA ! YOru ! SIIVERTSI YNehatu (Suur-Saka) Kaasikvälja !Tõrvajõe ! ! ! Orujõe ! Kolga-Saka Altküla ! Peeterristi (Sornajõe) ! Y Pühajõe Künnapõhja Päite (as) Puhkova Y Y Suttho Moldova ! (Kärilõpe) ! " Aa " Metsküla Olgina (k) ! Päite Y Y Y Kaasikaia Uikala Türsamäe Y Y (Tünnerküla) ! OLGINA ! " Päite (as) Türsamäe Laagna Põlendiku Y Amula Y VOKA Künnapõhja " MummassaareY Y ! Narva Y YAlulinn Kukruse ! SILLAMÄE Meriküla poolmõis Lapiotsa PÄHKLIMÄE JAANI- Järve Voka Pühajõe (as) P " Vanaküla Y eeslinn KOHTLA- ! ! Paate ü Pimestiku! Udria ! Äkkeküla Y h ! " Suttermu ! Päite! Laagna Tuulukse Tallinna eeslinn (Hiirelinna) a Härmamäe Vanalinn " (*Tõrvassalu) Konju (as) Päite Kannuka " Olgina Peetri eeslinn YLINN Voorepera Y j Y Konju ! Y Mudajõe Y Y ! JÄRVEUuslinn õ !Voka ! ! !Perjatsi YRidaküla Y Soldino Y Kooliküla KUKRUSE ! Pühajõe g (*Kirivere) Aabrami (Väike-Soldina)KadastikuY (IVAN- Y JÄRVE Sinivoore ! Metsamägara i YMoonaküla Vaivina Y Allika Allika Y Kerese ! Aa Pavandu ! Y Vaivina Vaivina Y Sundja ! YY ArukülaY Jaamaküla " Y GOROD) Varja Suitsuküla Y YVanalinn Edise Y Y TulevikuY Paemurru Y Y poolmõis Liivaküla Uus-Sõtke Hiiemetsa ! Uusküla -
Sulphate Balance of Lakes and Shallow Groundwater in the Vasavere Buried Valley, Northeast Estonia
SULPHATE BALANCE OF LAKES AND SHALLOW GROUNDWATER IN THE VASAVERE BURIED VALLEY, NORTHEAST ESTONIA K. ERG Department of Mining Tallinn Technical University 82 Kopli St., 10412 Tallinn Estonia Phone: 620 38 53 Fax: 620 36 96 E-mail:[email protected] Groundwater constitutes an important component of many water resource systems, supplying water for domestic use, for industry, and for agriculture. Management of a groundwater system, an aquifer, means making such decisions as to the total quantity of water to be withdrawn annually, the location of wells for pumping and for artificial recharge and their rates, and control conditions at aquifer boundaries. Not less important are decisions related to groundwater quality. In fact, the quantity and quality problems cannot be separated. In many parts of country, with the increased withdrawal of groundwater, the quality of groundwater has been continuously deteriorating. In recent years the attention has been focused on groundwater contamination by mine water. A most important part of modelling procedure is a thorough understanding of the system, and the processes that take place in it. It is important to identify those parts of the system’s behaviour that are relevant to the considered problem, while other parts may be neglected. On the basis of this understanding, summarised as a conceptual model of the given problem, a numerical model is constructed. A groundwater flow model of the Quaternary aquifer, in eastern part of oil shale deposit area, in Vasavere buried valley, was constructed by using the conceptual model. The infiltration of contaminants grows and the Quaternary aquifer is polluted by sulphate in a large area of Vasavere buried valley. -
On the Breccia Gashes of the Durham Coast. Lebour.G.A
Durham E-Theses Some aspects of the geomorphology of the Durham coast Westgate, W. A. How to cite: Westgate, W. A. (1957) Some aspects of the geomorphology of the Durham coast, Durham theses, Durham University. Available at Durham E-Theses Online: http://etheses.dur.ac.uk/8519/ 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 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. SOME ASPECTS OF THE G-EOMQRPHOLO GY OP THE DUHHAM COAST W.A. Westgate, B.Sc. Submitted for the Degree of Ph.D. in the University of Durham. February, 1957. Itmm?, not ** > \ i3i (i) This research was carried out whilst I was in receipt of a Nature Conservancy Research Studentship "between July 1953 and July 1955. -
Bedrock Valleys of the New England Coast As Related to Fluctuations of Sea Level
Bedrock Valleys of the New England Coast as Related to Fluctuations of Sea Level By JOSEPH E. UPSON and CHARLES W. SPENCER SHORTER CONTRIBUTIONS TO GENERAL GEOLOGY GEOLOGICAL SURVEY PROFESSIONAL PAPER 454-M Depths to bedrock in coastal valleys of New England, and nature of sedimentary Jill resulting from sea-level fluctuations in Pleistocene and Recent time UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1964 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director The U.S. Geological Survey Library has cataloged this publication, as follows: Upson, Joseph Edwin, 1910- Bedrock valleys of the New England coast as related to fluctuations of sea level, by Joseph E. Upson and Charles W. Spencer. Washington, U.S. Govt. Print. Off., 1964. iv, 42 p. illus., maps, diagrs., tables. 29 cm. (U.S. Geological Survey. Professional paper 454-M) Shorter contributions to general geology. Bibliography: p. 39-41. (Continued on next card) Upson, Joseph Edwin, 1910- Bedrock valleys of the New England coast as related to fluctuations of sea level. 1964. (Card 2) l.Geology, Stratigraphic Pleistocene. 2.Geology, Stratigraphic Recent. S.Geology New England. I.Spencer, Charles Winthrop, 1930-joint author. ILTitle. (Series) For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 CONTENTS Page Configuration and depth of bedrock valleys, etc. Con. Page Abstract.__________________________________________ Ml Buried valleys of the Boston area. _ _______________ -
Alajõe, Auvere, Kivinõmme, Kuremäe, Kurtna, Narva, Permisküla, Remniku, Sillamäe, Tamme, Vaivara Ja Voka Jahipiirkonna Moodustamine1
Väljaandja: Keskkonnaminister Akti liik: määrus Teksti liik: algtekst-terviktekst Redaktsiooni jõustumise kp: 21.07.2008 Redaktsiooni kehtivuse lõpp: Hetkel kehtiv Avaldamismärge: RTL 2008, 60, 852 Alajõe, Auvere, Kivinõmme, Kuremäe, Kurtna, Narva, Permisküla, Remniku, Sillamäe, Tamme, Vaivara ja Voka jahipiirkonna moodustamine1 Vastu võetud 10.07.2008 nr 30 Määrus kehtestatakse «Jahiseaduse» § 6 lõike 3 alusel. § 1. Alajõe jahipiirkonna pindala ja piirikirjeldus (1) Alajõe jahipiirkonna pindala on 18 630 hektarit. (2) Alajõe jahipiirkonna piirikirjeldus on järgmine: Alajõe jahipiirkonna piir läheb Tartu–Jõhvi maantee ja Jõuga–Kodamäe maantee ristumiskohast mööda Jõuga– Kodamäe maanteed Tammetaguse kraavini, jätkudes mööda Tammetaguse kraavi Varesmetsa peakraavini ning mööda Varesmetsa peakraavi Armise järve teeni; siitpeale mööda Armise järve teed Iisaku metskonna kvartali PG218 lõunasihini, jätkudes mööda Iisaku metskonna kvartalite PG218, PG219 ja PG220 lõunasihti Piiri sihini; siis mööda Piiri sihti Ongassaare jõeni ning mööda Ongassaare jõge Iisaku metskonna kvartali PG222 läänesihini; sealt mööda Iisaku metskonna kvartalite PG222 lääne- ja lõunasihti, kvartalite PG223, PG224, PG225, PG226, PG227, PG228 ja PG229 lõunasihti Iisaku metskonna kvartali AJ018 loodenurgani; edasi mööda kvartali AJ018 lääne- ja lõunasihti kvartali AJ023 kirdenurgani, jätkudes mööda kvartalite AJ023, AJ033 ja AJ034 idasihti Iisaku metskonna kvartali AJ039 põhjasihini; siit mööda Iisaku metskonna kvartalite AJ039 ja KN175 põhjasihti Mansika teeni ning mööda -
Lithostratigraphic Characterization of a Buried Bedrock Valley Using Airborne and Surface Geophysics
Lithostratigraphic Characterization of a Buried Bedrock Valley Using Airborne and Surface Geophysics by Oliver Conway-White A Thesis presented to The University of Guelph In partial fulfilment of the requirements for the degree of Master of Applied Science in Engineering Guelph, Ontario, Canada © Oliver R. Conway-White, May, 2020 ABSTRACT LITHOSTRATIGRAPHIC CHARACTERIZATION OF A BURIED BEDROCK VALLEY USING AIRBORNE AND SURFACE GEOPHYSICS Oliver Conway-White Advisor: University of Guelph, 2020 Dr. Beth Parker A helicopter-borne frequency-domain electromagnetic instrument was used to investigate the lithostratigraphic architecture of a buried bedrock valley near Elora, Ontario. The resulting airborne electrical resistivity model was evaluated against co-located high-resolution ground- based electrical resistivity, seismic refraction, and gravity surveys across two sections of the valley. Results were interpreted using published geological datasets including continuous core, geophysical logs, and an existing regional Quaternary geologic model. A comparison between the local geophysically-based model and the regional Quaternary model shows that an airborne electromagnetic survey can markedly improve characterization of bedrock valley morphology and Quaternary architecture. These results provide confidence in regional-scale interpretations of airborne electromagnetic data for the purpose of delineating lithostratigraphic boundaries. Such data would provide valuable insight into the placement of boreholes for additional and complementary characterization at the borehole scale, leading to delineation of hydrostratigraphic boundaries. In combination, these data will inform 3-D groundwater flow models. iii ACKNOWLEDGEMENTS First, I would like to thank Dr. Colby Steelman who was the lead on assisting me with this thesis. While paperwork may have prevented him from being officially on my committee, we all know he went above and beyond as my ‘scientific’ advisor. -
Evidence for Multiple Glacial Advances and Ice Loading from a Buried Valley in Southern Manhattan INTRODUCTION DRILLING PROCEDUR
Evidence for Multiple Glacial Advances and Ice Loading From a Buried Valley in Southern Manhattan Cheryl J. Moss, Mueser Rutledge Consulting Engineers, 14 Penn Plaza, New York, NY 10122 ([email protected]) Charles Merguerian, Geology Department, 114 Hofstra University, Hempstead, NY 11549 ([email protected]; [email protected]) INTRODUCTION Our field and subsurface studies of glacial strata from construction sites and borings indicate that the glacial history of the New York City area is complex. The Ronkonkoma and Harbor Hill terminal moraines are evidence that the area has experienced more than one glacial advance. There is more to the story, however, than simply ice advance, retreat, repeat. Many locations in New York City display seemingly simple stratigraphy, such as thick layers of till over bedrock or 100’ of outwash sands. Most sites aren’t as obviously complex as one offering multiple tills intercalated with outwash and varved strata. When characteristics other than soil type are taken into consideration, however, stratigraphic differences sometimes appear. A change in color or mineralogy, for instance, might indicate ice coming from another direction. A change in engineering properties can also contribute to the art of unraveling glacial history. A site in lower Manhattan near the Brooklyn Bridge occupies a bedrock valley filled with a variety of interlayered glacial drift. These varied strata mandate that multiple waves of ice have passed over the area. Changes in the compactness of the soil with depth, as measured by the Standard Penetration Test, provide additional evidence of ice loading. This paper will demonstrate that patterns in strata and SPT values can be used to determine which layers at a site have been ice loaded. -
Morphological Analysis and Evolution of Buried Tunnel Valleys in Northeast Alberta, Canada
Quaternary Science Reviews 65 (2013) 53e72 Contents lists available at SciVerse ScienceDirect Quaternary Science Reviews journal homepage: www.elsevier.com/locate/quascirev Morphological analysis and evolution of buried tunnel valleys in northeast Alberta, Canada N. Atkinson*, L.D. Andriashek, S.R. Slattery Alberta Geological Survey, Energy Resources Conservation Board, Twin Atria Building, 4th Floor, 4999-98 Ave. Edmonton, Alberta T6B 2X3, Canada article info abstract Article history: Tunnel valleys are large elongated depressions eroded into unconsolidated sediments and bedrock. Received 9 August 2012 Tunnel valleys are believed to have been efficient drainage pathways for large volumes of subglacial Received in revised form meltwater, and reflect the interplay between groundwater flow and variations in the hydraulic con- 26 November 2012 ductivity of the substrate, and basal meltwater production and associated water pressure variations at Accepted 28 November 2012 the ice-bed interface. Tunnel valleys are therefore an important component of the subglacial hydrological Available online 12 February 2013 system. Three-dimensional modelling of geophysical and lithological data has revealed numerous buried Keywords: Tunnel valleys valleys eroded into the bedrock unconformity in northeast Alberta, many of which are interpreted to be Subglacial drainage tunnel valleys. Due to the very high data density used in this modelling, the morphology, orientation and Sedimentary architecture internal architecture of several of these tunnel valleys have been determined. The northeast Alberta buried tunnel valleys are similar to the open tunnel valleys described along the former margins of the southern Laurentide Ice Sheet. They have high depth to width ratios, with un- dulating, low gradient longitudinal profiles. Many valleys start and end abruptly, and occur as solitary, straight to slightly sinuous incisions, or form widespread anastomosing networks. -
Nord Stream 2
ASSESSMENT OF ALTERNATIVES FOR THE RUSSIAN SECTION Nord Stream 2 ASSESSMENT OF ALTERNATIVES FOR THE RUSSIAN SECTION Document number W-PE-MSC-LFR-REP-837-RALTEREN-06 Rev. Date Description 01 2016-07-26 02 2016-11-09 03 2016-11-05 04 2016-12-21 05 2017-03-29 06 2017-04-04 FRECOM LLC 1 W-PE-MSC-LFR-REP-837-RALTEREN-06 ASSESSMENT OF ALTERNATIVES FOR THE RUSSIAN SECTION Table of Contents 1 Executive Summary 5 2 Introduction 6 2.1 Project History 6 2.2 Objectives of the Report 7 2.3 Technical characteristics of the proposed pipeline system 8 2.3.1 Construction 10 2.3.2 Operational aspects 10 2.3.3 Decommissioning 10 2.4 Regulatory basis for the alternative assessment 11 2.5 Methodology of the Assessment of Alternatives 12 3 Stage 1. Bundling of Nord Stream 2 with the Nord Stream pipeline system 14 3.1 Inland routing 14 3.2 Construction of a compressor station 15 3.3 Pipeline landfall 15 4 Stage 2. Selecting areas on the southern coast of the Gulf of Finland 17 4.1 Section 1: Saint Petersburg – Sosnovy Bor 17 4.1.1 Dense residential development along the coastline 18 4.1.2 Historical and cultural sites of global importance 19 4.1.3 Saint Petersburg flood defences 19 4.1.4 Presence of special conservation areas 21 4.1.5 Complex coastal geological conditions 22 4.1.6 Proximity to navigation channels 23 4.1.7 Conclusion on the feasibility of using Section 1 24 4.2 Section 2: Sosnovy Bor - Ust-Luga 24 4.2.1 Coastal development 25 4.2.2 The Leningrad nuclear power plant and associated complex of hazardous processes and facilities 25 4.2.3 Existing and proposed SCAs and IBAs 26 4.2.4 Restricted areas offshore 29 4.2.5 Complex coastal geological conditions 29 4.2.6 Proximity to the port of Ust-Luga and its shipping routes 30 4.2.7 Conclusion on the feasibility of using Section 2 30 4.3 Section 3 Ust-Luga - Russian-Estonian border 30 4.3.1 Presence of special conservation areas 31 4.3.2 Conclusion on the feasibility of using Section 3 34 4.4 Conclusions of Stage 2 34 5 Stage 3. -
Hydrogeologic Setting and Ground-Water Flow Simulations of the Great Miami River Basin Regional Study Area, Ohio
Hydrogeologic Setting and Ground-Water Flow Simulations of the Great Miami River Basin Regional Study Area, Ohio By Rodney A. Sheets Section 7 of Hydrogeologic Settings and Ground-Water Flow Simulations for Regional Studies of the Transport of Anthropogenic and Natural Contaminants to Public-Supply Wells—Studies Begun in 2001 Edited by Suzanne S. Paschke Professional Paper 1737–A U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DIRK KEMPTHORNE, SECRETARY U.S. Geological Survey Mark D. Myers, Director U.S. Geological Survey, Reston, Virginia: 2007 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS--the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Sheets, R.A., 2007, Hydrogeologic setting and ground-water flow simulations of the Great Miami Basin Regional Study Area, Ohio, section 7 of Paschke, S.S., ed., THydrogeologic settings and ground-water flow simulations for regional studies of the transport of anthropogenic and natural contaminants to public-supply wells—studies begun in 2001: Reston, Va., U.S. Geological Survey Professional Paper 1737–A, pp. -
The Leba Ridge–Riga–Pskov Fault Zone – a Major East European Craton Interior Dislocation Zone and Its Role in the Early Palaeozoic Development of the Platform Cover
Estonian Journal of Earth Sciences, 2019, 68, 4, 161–189 https://doi.org/10.3176/earth.2019.12 The Leba Ridge–Riga–Pskov Fault Zone – a major East European Craton interior dislocation zone and its role in the early Palaeozoic development of the platform cover Igor Tuuling Institute of Ecology and Earth Sciences, University of Tartu, Ravila 14A, 50411 Tartu, Estonia; [email protected] Received 31 May 2019, accepted 23 July 2019, available online 24 October 2019 Abstract. Analysis of data published on basement faulting in the Baltic region makes it possible to distinguish the >700 km long East European Craton (EEC) interior fault zone extending from the Leba Ridge in the southern Baltic Sea across the Latvian cities of Liepaja and Riga to Pskov in Russia (LeRPFZ). The complex geometry and pattern of its faults, with different styles and flower structures, suggests that the LeRPFZ includes a significant horizontal component. Exceptionally high fault amplitudes with signs of pulsative activities reveal that the LeRPFZ has been acting as an early Palaeozoic tectonic hinge-line, accommodating bulk of the far-field stresses and dividing thus the NW EEC interior into NW and SW halves. The LeRPFZ has been playing a vital role in the evolution of the Baltic Ordovician–Silurian Basin, as a deep-facies protrusion of this basin (Livonian Tongue) extending into the remote NW EEC interior adheres to this fault zone. The Avalonia–Baltica collision record suggests that transpression with high shear stress, forcing the SE blocks in the LeRPFZ to move obliquely to the NE, reigned in the Ordovician. -
Lahemaa Lahemaa and Harju East the of Border the on (1) Island Klint Edge of a Large Platformal Structure
©Environmental Board 2012 Board ©Environmental Loobu and Valgejõgi Rivers descend into their respective respective their into descend Rivers Valgejõgi and Loobu and Loobu. Only at Joaveski and Nõmmeveski, where the the where Nõmmeveski, and Joaveski at Only Loobu. and Printed by: Aktaprint PLC Aktaprint by: Printed few square kilometres between the rivers of Valgejõgi Valgejõgi of rivers the between kilometres square few Layout by: Akriibia Ltd. Akriibia by: Layout Klint traceable in the topography, encompasses an area of a a of area an encompasses topography, the in traceable Nõmmeveski Waterfall, L. Michelson L. Waterfall, Nõmmeveski KAAS Front page photo: photo: page Front the sands of the Littorina Sea and is therefore hardly hardly therefore is and Sea Littorina the of sands the on North Estonian North on is mostly buried under under buried mostly is which , (8) Cape Klint Joaveski Põhja-Eesti klint. Tallinn. klint. Põhja-Eesti three-step Vasaristi Cascade. Cascade. Vasaristi three-step Soesoo, A., Miidel, A. 2006. 2006. A. Miidel, A., Soesoo, Environmental Investment Centre Centre Investment Environmental National Park National the southern bank of the Valgejõgi Klint Bay, falls over the the over falls Bay, Klint Valgejõgi the of bank southern the klint. Eesti looduse sümbol. Tallinn. sümbol. looduse Eesti klint. Publication supported by supported Publication References: Suuroja, K. 2006. Põhja-Eesti Põhja-Eesti 2006. K. Suuroja, References: Vasaristi Stream, which descends into the klint valley from from valley klint the into descends which Stream, Vasaristi Compiled by: K. Kingumets K. by: Compiled LAHEMAA drops over the 1.2-metre-high Nõmmeveski waterfall. The The waterfall.