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Academic literature on the topic 'The Flysch Carpathians'

Author: Grafiati

Published: 24 April 2022

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Journal articles on the topic "The Flysch Carpathians"

1

Hnylko, O. M. "GEODYNAMICS." GEODYNAMICS 1(10)2011, no. 1(10) (June 28, 2011): 47–57. http://dx.doi.org/10.23939/jgd2011.01.047.

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The tectonic units of the Carpathians are considered in terms of the terrain analysis. Carpathathian orogen is build up of three main elements: microcontinental terrains, sutures and flysch-molasse accretionary prism. There are two main terrains: a northern ALCAPA and a southern Tisza-Dacia. Sutures (Fore-Marmarosh suture, Pieniny Klippen Belt and others), marking the ancient oceanic basins, bound these terrains. The Flysch Carpathians are regarded as the Cretaceous-Neogene accretionary prism. Growing the prism was caused by the Alpine subduction of the Carpathian Flysch basin basement beneath both the ALCAPA and Tisza-Dacia terrains.

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Šamajová, Lenka, Jozef Hók, Tamás Csibri, Miroslav Bielik, František Teťák, Bibiana Brixová, Ľubomír Sliva, and Branislav Šály. "Geophysical and geological interpretation of the Vienna Basin pre-Neogene basement (Slovak part of the Vienna Basin)." Geologica Carpathica 70, no. 5 (October 1, 2019): 418–31. http://dx.doi.org/10.2478/geoca-2019-0024.

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Abstract The Vienna Basin is situated at the contact of the Bohemian Massif, Western Carpathians, and Eastern Alps. Deep borehole data and an existing magnetotelluric profile were used in density modelling of the pre-Neogene basement in the Slovak part of the Vienna Basin. Density modelling was carried out along a profile oriented in a NW–SE direction, across the expected contacts of the main geological structures. From bottom to top, four structural floors have been defined. Bohemian Massif crystalline basement with the autochthonous Mesozoic sedimentary cover sequence. The accretionary sedimentary wedge of the Flysch Belt above the Bohemian Massif rocks sequences. The Mesozoic sediments considered to be part of the Carpathian Klippen Belt together with Mesozoic cover nappes of Alpine and Carpathian provenance are thrust over the Flysch Belt creating the third structural floor. The Neogene sediments form the highest structural floor overlying tectonic contacts of the Flysch sediments and Klippen Belt as well as the Klippen Belt and the Alpine/Carpathians nappe structures.

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Hnylko, O., V. Shevchuk, T. Bozhuk, M. Bogdanova, and S. Hnylko. "GEOLOGICAL/GEOTOURIST OBJECTS OF THE TRANSCARPATHIAN REGION AS A REFLECTION OF THE GEOLOGICAL HISTORY OF THE CARPATHIANS." Visnyk of Taras Shevchenko National University of Kyiv. Geology, no. 4 (87) (2019): 6–13. http://dx.doi.org/10.17721/1728-2713.87.01.

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Consideration is given to description of important geological objects (observation points) of the southern slope of the Carpathians as reflections of sedimentary, paleogeographic and paleogeodynamic history of the Carpathians formation. Method. Standard method of geological description of outcrops, elements of sedimentological analysis of structural and textural features of rocks, and micropaleontological method are used. Results. A number of key geological objects that reflect the important stages of the geological evolution of the Carpathians in the Transcarpathian region near highways is described. These objects (the observation points in the article) can be represented as geotourist ones. In the first location which is in Yablunytsa Pass, an outcrop of Oligocene "striped" Holovets Limestone; further, along the Trostyanets Stream – Jurrassic pillow-lavas in the front of the Burkut Nappe; along the Kamyanyi Potik Stream – Jurassic- Early Cretaceous volcanogenic-sedimentary succession of the Kamyanyi Potik Nappe; along the Kosivka River – Eocene marls of the Marmarosh Massif sedimentary cover and the Inner Carpathian flysch of the Monastyrets Nappe; in the area of Novoselytsya village in the basin of the Luzhanka River – the Jurassic-Paleogene deposits of the Pieniny Klippen Belt; along the riverbed Tereblya in Zabrid village – Cretaceous-Paleogene deposits of the Marmarosh Klippen Zone are traced. Scientific novelty. The characteristic of a number of geological objects of the Transcarpathian region is supplemented and detailed and their brief description as reflections of sedimentary, paleogeographic and paleogeodynamic history of the Carpathians is presented. These objects reflect subsequent geological events: the birth of the Carpathian sedimentary basin; the formation of sub-oceanic and oceanic crust of the Outer Carpathian Flysch Basin; the formation of Inner Eastern Carpathian nappes and their destruction due to the formation of Early Cretaceous olistostrome of the Maramorosh Klippen Zone; ForeMarmarosh and Pieniny Klippen Belt accretionary prisms growing; and the final Oligocene stage of the Outer Carpathian Basin development. In addition, the range of Paleocene-Eocene paleogeographic elements such as (from the East to the West): (a) the passive margin of the Tisza-Dacia – (b) the deep-water Inner Carpathian Flysch Basin – (c) the Pieniny active edge of the Alcapa Terrane is demonstrated. The route of the geological tour described in the article is recommended to get acquainted with the main features of Geology, Geodynamics and processes of formation of the Carpathians. It can be used for further development of geotourism in the Carpathians.

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Palyuk, Myroslav, Volodymyr Shlapinsky, Albert Medvedev, Bohdan Rizun, and Myroslav Ternavsky. "PROBLEMATIC ASPECTS OF THE FORMATION OF THE UKRAINIAN SEGMENT OF THE CARPATHIANS." Geology and Geochemistry of Combustible Minerals 3, no. 180 (December 18, 2019): 5–24. http://dx.doi.org/10.15407/ggcm2019.03.005.

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In the paper a model of the formation of the folded-covering-block structure of the Carpathians at a time interval that envelops Late-Hercynian and Alpine events is substantiated. Moreover, this concerns the Outer Carpathians, but the whole Carpathians arch was characterized without going into details, a critical estimate is expressed for application of such terms as terrains, accretion prism, suture, subduction and Transcarpathian fault. It is shown that formation of the Carpathians occurred through several stages under the influence of different-directed, manly horizontal, movements, as a result of which was destruction of early formed Hercynian continental crust, laying of geosynclinals troughs, formation and further transformation of the basement of the Flysch Carpathians, its collision with Eurasian continental edge, underling of the latter under flysh complex. After completion of these processes mainly vertical movements took place that lineally formed the structure of the Carpathians as folded-covering-block one. As a result of the last event (Pliocene-Pleistocene), a differential development of intensive fracturing occurred with the influx of hydrocarbons and filling traps formed up.

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5

Głowacki, Wiktor. "Newly Emerging Geosites in the Polish Western Outer Carpathians as an Asset for Geoeducation and Geotourism." Geoheritage 11, no. 4 (November 19, 2019): 1247–56. http://dx.doi.org/10.1007/s12371-019-00415-9.

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AbstractThis study focuses on Flysch Carpathian river valleys recently reshaped by the fluvial erosion. Geological structures of these mountains are rather monotonous. However, numerous floods that occurred in recent decades and the abrasion of banks of water reservoirs have made many parts of valleys particularly interesting not only for geologists but also for tourists and for local people as a pleasant place for recreation. New outcrops of flysch sediments appear in different spatial and social contexts. On the basis fieldwork observations in years 2009–2018, four case studies of the newly emerging geosites in the Polish Flysch Carpathians are presented. In one case, few people seem to notice the new geosite. In two other cases, local communities have taken initiatives to use the newly emerging geosites for education. The fourth case is the walking path at the foothill of a rocky hill with the reconstructed medieval castle at the top. The owner of the castle arranged this path as an additional commercial attraction for visitors of the castle. The author analyses also possibilities of the formal protection of the newly emerging geosites within the existing Polish nature protection system. Finally lessons that can be learnt from these activities for other Carpathian communities are presented.

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6

GOLONKA, JAN, MICHAŁ KROBICKI, ANNA WAŚKOWSKA, MAREK CIESZKOWSKI, and ANDRZEJ ŚLĄCZKA. "Olistostromes of the Pieniny Klippen Belt, Northern Carpathians." Geological Magazine 152, no. 2 (July 25, 2014): 269–86. http://dx.doi.org/10.1017/s0016756814000211.

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AbstractThe olistostromes form two belts within the Pieniny Klippen Belt (PKB) in the Northern Carpathians. They mark an early stage of the development of the accretionary prism. The first belt was formed during Late Cretaceous time as a result of subduction of the southern part of the Alpine Tethys. The fore-arc basin originated along this subduction zone, with synorogenic flysch deposits. Huge olistoliths deposited within the Cretaceous–Palaeogene flysch of the Złatne Basin, presently located in the vicinity of the Haligovce village (eastern Slovakia), provide a good example of the fore-arc olistostrome setting. The second belt is related to the movement of the accretionary prism, which overrode the Czorsztyn Ridge during Late Cretaceous–Paleocene time. The destruction of this ridge led to the formation of submarine slumps and olistoliths along the southern margin of the Magura Basin. The Upper Cretaceous – Paleocene flysch sequences of the Magura Basin constitute the matrix of olistostromes. The large Homole block in the Jaworki village represents the best example of the Magura Basin olistolith. Numerous examples of olistoliths were documented in western Slovakia, Poland, eastern Slovakia and Ukraine. The olistostromes formed within the Złatne and Magura basins orginated during the tectonic process, forming the olistostrome belts along the strike of the PKB structure.

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7

Długosz, Michal. "Landslide susceptibility zoning in the Polish Flysch Carpathians." Zeitschrift für Geomorphologie, Supplementary Issues 53, no. 2 (December 1, 2009): 49–56. http://dx.doi.org/10.1127/0372-8854/2009/0053s3-0049.

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8

Uchman, Alfred, Richard G. Bromley, and Stanisłlaw Leszczyński. "Ichnogenustreptichnusin eocene flysch, carpathians, Poland: Taxonomy and preservation." Ichnos 5, no. 4 (July 1998): 269–75. http://dx.doi.org/10.1080/10420949809386425.

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9

Francesco, Guerrera, Martín Manuel Martín, Martín-Pérez José A., Martín-Rojas Iván, Miclăuş Crina, and Serrano Francisco. "Tectonic control on the sedimentary record of the central Moldavidian Basin (Eastern Carpathians, Romania)." Geologica Carpathica 63, no. 6 (December 1, 2012): 463–79. http://dx.doi.org/10.2478/v10096-012-0036-0.

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AbstractThe sedimentary record of the Tarcău and Vrancea Nappes, belonging to the flysch accretionary zone of the Eastern Carpathians (Eastern Carpathian Outer Flysch), registered Cretaceous-Miocene events during the evolution of the Moldavidian Basin. Our biostratigraphic data indicate that the deposits studied are younger than previously reported. The comparison of sedimentary record studied with the Late Cretaceous-Early Miocene global eustatic curve indicates that eustatic factor played a secondary role, after the tectonic one. Four main stages of different processes influenced by tectonics are recognized in the sedimentary record: (1) Campanian-Maastrichtian-earliest Paleocene; (2) latest Ypresian-Lutetian; (3) late Chattian-earliest Aquitanian, and (4) late Aquitanian-early Burdigalian. The late Chattian- earliest Aquitanian and late Aquitanian-early Burdigalian records indicate a high tectonic influence. The first event was related to the foredeep stage of the sedimentary domain studied, and the second one to the deformation stage of the same domain. The sedimentary records of tectonic influence recognized during these stages are useful tools for geodynamic reconstructions. The stratigraphic correlation of Tarcău and Vrancea sedimentary records are used

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10

POPP, Ihor, Petro MOROZ, and Mykhailo SHAPOVALOV. "Lithological-geochemical types of deposits of Cretaceous-Paleogene flysch of the Ukrainian Carpathians and conditions of their formaition." Geology and Geochemistry of Combustible Minerals 4, no. 181 (December 27, 2019): 116–33. http://dx.doi.org/10.15407/ggcm2019.04.116.

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The results of lithological, mineralogical and geochemical investigation of Cretaceous-Paleogene flysch deposits of the Ukrainian Carpathians are cited here. There are three main lithological-geochemical types of these deposits which differ in the composition of rock-forming ingredients of biogenic origin (SiO2 biog, CaCO3, Corg): grey limestone-clayey-terrigenous (type-I), non-carbonate or low-carbonate-clayey-terrigenous (type-II), and black carbonate-silica-terrigenous-clayey (type-III). The deposits of the first type are attributed to alkaline-oxic (oxic-calcitic), the second – to acid and low-alcaline oxic (oxic with redeposited glauconite), the third – to reducing (siderite, dolomite or ferrodolomite and low-reducing calcitic) and strong by reducing (primary-sulfidic or hydrogen sulfidic) mineralogical-geochemical facies. The forming of the Barremian-Albian (Shypot suite; Spas suite) and Oligocene (Menilite suite; Dusynska suite) organic-rich sediments in the Ukrainian Carpathians we associate with the phase of oceanic anoxic events OAE-1 and OAE-4 in the Carpathian segment of the Tethys, where anoxic reducing environments favoured to fossilization of huge amount of the dispersed organic matter. The structural-fabric features and composition of separate lithological types of silicites and diagenetic concretions of the Lower Cretaceous and Oligocene of the Ukrainian Carpathians show that their sedimentogenesis and diagenesis took place in conditions of strong oxygen deficit. The studied siliceous rocks can be considered as indicators of the anoxic events in the Carpathian segment of Tethys ocean. It is shown, that alcaline-reducting environments which was the most favourable for the diagenetic transformation of sedimentary organic matter in to petroleum hydrocarbons, prevailed in the organic-rich deposits of Oligocene age.

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Dissertations / Theses on the topic "The Flysch Carpathians"

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Wrońska-Wałach, Dominika. "Wykształcenie i funkcjonowanie lejów źródłowych w górach średnich (na przykładzie wybranych obszarów w Karpatach fliszowych)." Praca doktorska, 2010. https://ruj.uj.edu.pl/xmlui/handle/item/274485.

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Books on the topic "The Flysch Carpathians"

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Ślączka, Andrzej. Guidebook to excursions in the Polish flysch Carpathians. Kraków: Grzybowski Foundation, 1998.

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2

Długosz, Michał. Podatność stoków na osuwanie w polskich karpatach fliszowych: Landslide susceptibility in the Polish Carpathians. Warszawa: PAN IGiPZ, 2011.

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3

Słomka, Tadeusz. Głębokomorska sedymentacja silikoklastyczna warstw godulskich Karpat =: Deep-marine siliciclastic sedimentation of the Godula beds, Carpathians. Kraków: Wydawnictwo Polskiej Akademii Nauk, 1995.

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4

Dżułyński, Stanisław. Atlas struktur sedymentacyjnych fliszu karpackiego =: Atlas of sedimentary structures from the Polish flysch Carpathians : material for 12-th Meeting of the Association of European Geological Societies. Kraków: Instytut Nauk Geologicznych Uniwersytetu Jagiellońskiego, 2001.

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5

Gucwa, Irena. Studia nad korelacją geochemiczną skał osadowych polskich Karpat fliszowych =: Issledovanii͡a︡ po geokhimicheskoĭ korreli͡a︡t͡s︡ii osadochnykh porod polʹskikh flishevykh Karpat = Studies of geochemical correlation of the Polish Carpathian Flysch sediments. Warszawa: Wydawnictwa Geologiczne, 1990.

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6

Flysch deposits from the Hartz, the Thuringian, and Vogtlandian slate mountains, the Carpathians, the Balkans, and the Caucasus. Bucureşti: Editura Academiei Republicii Socialiste România, 1987.

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7

Flysch Deposits from the Hartz, the Thuringian and Vogtlandian Slate Mountains, the Carpathians, the Balkans and the Caucasus. Bucuresti, 1987.

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8

Dziadzio, Piotr, Irena Matyasik, Małgorzata Garecka, and Andrzej Szydło. Lower Oligocene Menilite Beds, Polish Outer Carpathians: supposed deep-sea flysch locally reinterpreted as shelfal, based on new sedimentological, micropalaeontological and organic-geochemical data. Instytut Nafty i Gazu - Państwowy Instytut Badawczy, 2016. http://dx.doi.org/10.18668/pn2016.213.

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Kiszka, Krzysztof. Ruchy osuwiskowe w świetle badań dendrogeomorfologicznych na podstawie analizy osuwiska Sawickiego w Beskidzie Niskim = Landsilde movements based on dendrogeomorphological research based on a analysis of the Sawicki Landslide in the Beskid Niski mts. Instytut Geografii i Przestrzennego Zagospodarowania im. Stanisława Leszczyckiego, Polska Akademia Nauk, 2021. http://dx.doi.org/10.7163/9788361590835.

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Research concerns the problem of landslide movement, which is one of the most important geomorphological processes in the Carpathians. The aim of the studies is to determine the temporal and spatial complexity of landslide activity and to demonstrate the suitability of using different species of conifers in the dendrogeomorphological method. The Sawicki landslide located in Beskid Niski Mts., which is one of the largest landslides in the Polish Flysch Carpathians, was selected for dendrogeomorphological analysis. The dendrogeomorphological method and geomorphological mapping were used in the research. 1078 samples from conifers (fir, spruce, larch and pine) growing on the Sawicki landslide and its immediate surroundings were taken using an increment borer in 2013- 2018. The cores were taken from the upslope and downslope side of the tree stump. The width of annual tree rings were measured for each extracted core sample. The landslide activity was assessed on the basis of the eccentricity, the eccentricity index and its yearly variation. Geological and topographic maps, published data on landslides activity in the research area, precipitation data from the Research Station in Szymbark (Institute of Geography and Spatial Organization Polish Academy of Science) for 1968-2017 and from the meteorological station in Krynica (Institute of Meteorology and Water Management) for 1881-2010 were also used for dendrogeomorphological research of Sawicki landslide. The research shows that the Sawicki landslide is characterized by varied temporal and spatial complexity of landslide activity. The dynamics of displacements within the research sites and research sub-sites, including various fragments of landslides, and movements of colluvial packages is spatially mosaic and chaotic in time. Mass movements covering almost the entire surface of the landslide occurred in the years 1913-1914 and 1974-1975, while in the years 1888, 1906-1907, 1916, 1918, 1929, 1965, 1973, 1980, 1983-1985, 1997 landslide activity was recorded only in its particular parts. The largest variation in the dynamics of landslide movements is characteristic for the period 1970-1985. It was also found that in the initial stage of formation of the landslide tongue, the colluviums movement is disordered. During further downhill movement, the direction of displacement is arranged. Periods of Sawicki landslide activity refers to extremely humid years (62%) and wet years (48%) and they are consistent with the years of landslides activity in Szymbark, listed in the current literature of the subject. The most predisposed conifer species to dendrogeomorphological analysis were spruce, larch and fir. Despite its limitations, the dendrogeomorphological method is a useful tool in landslide activity research.

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10

Zydroń, Tymoteusz. Wpływ systemów korzeniowych wybranych gatunków drzew na przyrost wytrzymałości gruntu na ścinanie. Publishing House of the University of Agriculture in Krakow, 2019. http://dx.doi.org/10.15576/978-83-66602-46-5.

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The aim of the paper was to determine the influence of root systems of chosen tree species found in the Polish Flysch Carpathians on the increase of soil shear strength (root cohesion) in terms of slope stability. The paper's goal was achieved through comprehensive tests on root systems of eight relatively common in the Polish Flysch Carpathians tree species. The tests that were carried out included field work, laboratory work and analytical calculations. As part of the field work, the root area ratio (A IA) of the roots was determined using the method of profiling the walls of the trench at a distance of about 1.0 m from the tree trunk. The width of the. trenches was about 1.0 m, and their depth depended on the ground conditions and ranged from 0.6 to 1.0 m below the ground level. After preparing the walls of the trench, the profile was divided into vertical layers with a height of 0.1 m, within which root diameters were measured. Roots with diameters from 1 to 10 mm were taken into consideration in root area ratio calculations in accordance with the generally accepted methodology for this type of tests. These measurements were made in Biegnik (silver fir), Ropica Polska (silver birch, black locust) and Szymbark (silver birch, European beech, European hornbeam, silver fir, sycamore maple, Scots pine, European spruce) located near Gorlice (The Low Beskids) in areas with unplanned forest management. In case of each tested tree species the samples of roots were taken, transported to the laboratory and then saturated with water for at least one day. Before testing the samples were obtained from the water and stretched in a. tensile testing machine in order to determine their tensile strength and flexibility. In general, over 2200 root samples were tested. The results of tests on root area ratio of root systems and their tensile strength were used to determine the value of increase in shear strength of the soils, called root cohesion. To this purpose a classic Wu-Waldron calculation model was used as well as two types of bundle models, the so called static model (Fiber Bundle Model — FIRM, FBM2, FBM3) and the deformation model (Root Bundle Model— RBM1, RBM2, mRBM1) that differ in terms of the assumptions concerning the way the tensile force is distributed to the roots as well as the range of parameters taken into account during calculations. The stability analysis of 8 landslides in forest areas of Cicikowicleie and Wignickie Foothills was a form of verification of relevance of the obtained calculation results. The results of tests on root area ratio in the profile showed that, as expected, the number of roots in the soil profile and their ApIA values are very variable. It was shown that the values of the root area ratio of the tested tree species with a diameter 1-10 ram are a maximum of 0.8% close to the surface of the ground and they decrease along with the depth reaching the values at least one order of magnitude lower than close to the surface at the depth 0.5-1.0 m below the ground level. Average values of the root area ratio within the soil profile were from 0.05 to 0.13% adequately for Scots pine and European beech. The measured values of the root area ratio are relatively low in relation to the values of this parameter given in literature, which is probably connected with great cohesiveness of the soils and the fact that there were a lot of rock fragments in the soil, where the tests were carried out. Calculation results of the Gale-Grigal function indicate that a distribution of roots in the soil profile is similar for the tested species, apart from the silver fir from Bie§nik and European hornbeam. Considering the number of roots, their distribution in the soil profile and the root area ratio it appears that — considering slope stability — the root systems of European beech and black locust are the most optimal, which coincides with tests results given in literature. The results of tensile strength tests showed that the roots of the tested tree species have different tensile strength. The roots of European beech and European hornbeam had high tensile strength, whereas the roots of conifers and silver birch in deciduous trees — low. The analysis of test results also showed that the roots of the studied tree species are characterized by high variability of mechanical properties. The values Of shear strength increase are mainly related to the number and size (diameter) of the roots in the soil profile as well as their tensile strength and pullout resistance, although they can also result from the used calculation method (calculation model). The tests showed that the distribution of roots in the soil and their tensile strength are characterized by large variability, which allows the conclusion that using typical geotechnical calculations, which take into consideration the role of root systems is exposed to a high risk of overestimating their influence on the soil reinforcement. hence, while determining or assuming the increase in shear strength of soil reinforced with roots (root cohesion) for design calculations, a conservative (careful) approach that includes the most unfavourable values of this parameter should be used. Tests showed that the values of shear strength increase of the soil reinforced with roots calculated using Wu-Waldron model in extreme cases are three times higher than the values calculated using bundle models. In general, the most conservative calculation results of the shear strength increase were obtained using deformation bundle models: RBM2 (RBMw) or mRBM1. RBM2 model considers the variability of strength characteristics of soils described by Weibull survival function and in most cases gives the lowest values of the shear strength increase, which usually constitute 50% of the values of shear strength increase determined using classic Wu-Waldron model. Whereas the second model (mRBM1.) considers averaged values of roots strength parameters as well as the possibility that two main mechanism of destruction of a root bundle - rupture and pulling out - can occur at the same. time. The values of shear strength increase calculated using this model were the lowest in case of beech and hornbeam roots, which had high tensile strength. It indicates that in the surface part of the profile (down to 0.2 m below the ground level), primarily in case of deciduous trees, the main mechanism of failure of the root bundle will be pulling out. However, this model requires the knowledge of a much greater number of geometrical parameters of roots and geotechnical parameters of soil, and additionally it is very sensitive to input data. Therefore, it seems practical to use the RBM2 model to assess the influence of roots on the soil shear strength increase, and in order to obtain safe results of calculations in the surface part of the profile, the Weibull shape coefficient equal to 1.0 can be assumed. On the other hand, the Wu-Waldron model can be used for the initial assessment of the shear strength increase of soil reinforced with roots in the situation, where the deformation properties of the root system and its interaction with the soil are not considered, although the values of the shear strength increase calculated using this model should be corrected and reduced by half. Test results indicate that in terms of slope stability the root systems of beech and hornbeam have the most favourable properties - their maximum effect of soil reinforcement in the profile to the depth of 0.5 m does not usually exceed 30 kPa, and to the depth of 1 m - 20 kPa. The root systems of conifers have the least impact on the slope reinforcement, usually increasing the soil shear strength by less than 5 kPa. These values coincide to a large extent with the range of shear strength increase obtained from the direct shear test as well as results of stability analysis given in literature and carried out as part of this work. The analysis of the literature indicates that the methods of measuring tree's root systems as well as their interpretation are very different, which often limits the possibilities of comparing test results. This indicates the need to systematize this type of tests and for this purpose a root distribution model (RDM) can be used, which can be integrated with any deformation bundle model (RBM). A combination of these two calculation models allows the range of soil reinforcement around trees to be determined and this information might be used in practice, while planning bioengineering procedures in areas exposed to surface mass movements. The functionality of this solution can be increased by considering the dynamics of plant develop¬ment in the calculations. This, however, requires conducting this type of research in order to obtain more data.

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Book chapters on the topic "The Flysch Carpathians"

1

Geroch, Stanislaw, and Barbara Olszewska. "The Oldest Assemblages of Agglutinated Foraminifers of the Polish Flysch Carpathians." In Paleoecology, Biostratigraphy, Paleoceanography and Taxonomy of Agglutinated Foraminifera, 525–38. Dordrecht: Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-011-3350-0_18.

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2

Laskowicz, Izabela, and Teresa Mrozek. "Sacred Historical Heritage Affected by Landslides in the Polish Flysch Carpathians." In Engineering Geology for Society and Territory - Volume 8, 415–19. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09408-3_72.

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Gorczyca, Elżbieta, Dominika Wrońska-Wałach, and Michał Długosz. "Landslide Hazards in the Polish Flysch Carpathians: Example of Łososina Dolna Commune." In Geomorphological impacts of extreme weather, 237–50. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6301-2_15.

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Pánek, Tomáš, Veronika Smolková, Jan Hradecký, Ivo Baroň, and Karel Šilhán. "Age and Reactivations of Catastrophic Complex Flow-Like Landslides in the Flysch Carpathians (Czech Republic/Slovakia)." In Landslide Science for a Safer Geoenvironment, 247–52. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04999-1_33.

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Neagu, Theodor. "Gerochammina N.G. and Related Genera from the Upper Cretaceous Flysch-Type Benthic Foraminiferal Fauna, Eastern Carpathians — Romania." In Paleoecology, Biostratigraphy, Paleoceanography and Taxonomy of Agglutinated Foraminifera, 245–65. Dordrecht: Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-011-3350-0_10.

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Škarpich, Václav, Tomáš Galia, and Jan Hradecký. "Aspects of Sediment Transport in Single-Thread and Anabranching River Channels in Flysch Carpathians (A Case Study from the Czech Republic)." In Sediment Matters, 27–38. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14696-6_3.

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Stanisz, J., P. Krokoszyński, and R. Kaczmarczyk. "Impact of Precipitation on Dissipation of Pore Pressure in Colluvium of the Carpathian Flysch Landslide." In Springer Series in Geomechanics and Geoengineering, 1526–29. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97115-5_138.

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Galia, Tomáš, Jan Hradecký, and Václav Škarpich. "Sediment Transport in Headwater Streams of the Carpathian Flysch Belt: Its Nature and Recent Effects of Human Interventions." In Sediment Matters, 13–26. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14696-6_2.

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Bednarczyk, Z. "An on-line landslide monitoring system in flysch Carpathians." In Rock Mechanics for Resources, Energy and Environment, 641–46. CRC Press, 2013. http://dx.doi.org/10.1201/b15683-108.

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Krejčí, O., I. Baroň, M. Bíl, Z. Jurová, J. Bárta, F. Hubatka, M. Kašpárek, K. Kirchner, and J. Stach. "Some examples of deep-seated landslides in the Flysch Belt of the Western Carpathians." In Landslides, 373–80. Routledge, 2018. http://dx.doi.org/10.1201/9780203749197-51.

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Conference papers on the topic "The Flysch Carpathians"

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Pereszlény, M., J. Milicka, and R. Vitálos. "Outline of Petroleum Geology of the Flysch Belt, West Carpathians, Slovakia." In 60th EAGE Conference and Exhibition. European Association of Geoscientists & Engineers, 1998. http://dx.doi.org/10.3997/2214-4609.201408538.

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Zelman, J., M. Pereszlenyi, R. Vitalos, and J. Milicka. "New Oil Exploration Results in the Flysch Belt, the West Carpathians, Slovakia." In 61st EAGE Conference and Exhibition. European Association of Geoscientists & Engineers, 1999. http://dx.doi.org/10.3997/2214-4609.201408060.

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Wieclaw, D., M. J. Kotarba, and A. Kowalski. "Geochemical Characteristic of Oils and Menilite Source Rock in the Polish Flysch Carpathians." In 63rd EAGE Conference & Exhibition. European Association of Geoscientists & Engineers, 2001. http://dx.doi.org/10.3997/2214-4609-pdb.15.p502.

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Morosanu, I. "New Targets for Oil in the Paleogene Flysch of the Romanian Eastern Carpathians." In 57th EAEG Meeting. Netherlands: EAGE Publications BV, 1995. http://dx.doi.org/10.3997/2214-4609.201409717.

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Krejcl, O., J. Svancara, F. Hubatka, and H. Thonová. "Internal structure and main evolution phases of the Flysch Belt, Carpathians, Czech Republic." In 58th EAEG Meeting. Netherlands: EAGE Publications BV, 1996. http://dx.doi.org/10.3997/2214-4609.201409143.

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V. Polivtsev, A. "Natural Radionuclides of Flysch and Molasse of the Ukrainian Carpathians - the Indices of Sedimentation Conditions." In 57th EAEG Meeting. Netherlands: EAGE Publications BV, 1995. http://dx.doi.org/10.3997/2214-4609.201409674.

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Machowski, Grzegorz. "COMPARATIVE ANALYSIS OF RESERVOIR PARAMETERS OF FLYSCH SANDSTONES IN THE S-8 WELL (WESTERN CARPATHIANS, SOUTHERN POLAND)." In 17th International Multidisciplinary Scientific GeoConference SGEM2017. Stef92 Technology, 2017. http://dx.doi.org/10.5593/sgem2017/14/s06.074.

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Kuk, Edyta. "ANALYSIS OF CCS-EOR APPLICATION ON EXEMPLARY OIL FIELD FROM CARPATHIAN FLYSCH BELT." In 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019v/1.4/s01.013.

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Stefaniuk, M., T. Czerwinski, R. Florek, W. Klitynski, M. Wojdyla, and J. Zacharski. "Study of the Carpathian Flysch Cover and its Basement Based on Continuous MT Profiling." In 65th EAGE Conference & Exhibition. European Association of Geoscientists & Engineers, 2003. http://dx.doi.org/10.3997/2214-4609-pdb.6.p151.

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Pilecki, Z., J. Zietek, J. Karczewski, E. Pilecka, and J. Klosinski. "The Effectiveness of Recognizing of Failure Surface of the Carpathian Flysch Landslide Using Wave Methods." In Near Surface 2007 - 13th EAGE European Meeting of Environmental and Engineering Geophysics. European Association of Geoscientists & Engineers, 2007. http://dx.doi.org/10.3997/2214-4609.20146664.

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