Construction of the Black Sea level curve in the interval from the Last Glacial Maximum (LGM) to the present is the main purpose of this article. This curve was created on the basis of seismostratigraphic analysis and data from other investigations. Existing seismostratigraphic subdivisions have been corrected. The seismic sections of the uppermost part of the Upper Pleistocene and the Holocene display two sequences (cycles). Highstand normal regressive, forced regressive, lowstand normal regressive, and transgressive genetic units within the older sequence have been distinguished, i.e., all system tracts. The lowstand normal regressive tract in the younger sequence was not recognized in the seismic sections. This fact evidences catastrophic inundation of the brackish Black Sea from the Mediterranean (Marmara) salt waters during the Early Holocene. Synchronization between sea-level changes and climatic variations is shown. The Black Sea level in relation to the World Ocean level, the Marmara Sea level, and the Caspian Sea level have been examined. For this end, the ways and time of formation of the recognized subunits in seismic sections from the Dardanelles Strait, Marmara and Aegean Seas were explained. Juxtaposition between the results of this study and solutions of other investigations and hypotheses concerning the Black Sea level changes is done as a discussion. The chemical aragonite intercalations in the base of the sapropel mud, the seismostratigraphic analysis, and 14C dating prove redepositions over vast areas of seabed. The constructed Black Sea level curve is consistent with all data of different nature (e.g., sedimentological, climatic, biostratigraphic, seismostratigraphic, and 14C dating).
No abstract is available for this article.
Seven carbonate microfacies types (MFT 1–7) have been distinguished and described in the Givetian dolomite formation from the Totleben-2 well (Moesian Platform, central North Bulgaria). They have been grouped in three microfacies associations: 1) shallow subtidal microfacies with open circulation (MFT 1, coral-stromatoporoid floatstone/rudstone; and MFT 2, brachiopod floatstone/rudstone); 2) protected shallow subtidal microfacies (MFT 3, intraclastic-ooidal packstone/grainstone; MFT 4, palaeosiphonoclad wackestone/packstone; and MFT 5, bioclastic-peloidal packstone/grainstone); 3) intertidal-supratidal microfacies (MFT 6, fenestral microbial bindstone; and MFT 7, mudstone to packstone with Palaeomicrocodium). These microfacies have been interpreted as formed in dominantly shallow subtidal lagoon setting with open to moderate circulation and locally developed intertidal/supratidal environments. Most microfacies are comparable with Wilson’s (1975) Standard Microfacies Types (SMFT) and/or with Givetian microfacies described from the eastern part of the Moesian Platform, as well as with other shallow-marine Devonian successions from Europe.
No abstract is available for this article.
New data on the heteromorph ammonite species Diplomoceras cylindraceum (Defrance, 1816) have been obtained from three localities of the Western Fore-Balkan (West Bulgaria). A retrospection of the earlier Bulgarian records is also presented. This characteristic species is relatively common in Bulgaria and, based on both previously and the newly collected data, it is confined to the Maastrichtian. Owing to the difficulty in collecting enough specimens, the amount of variation in ribbing and whorl-section shape, which have been used by other authors for determination of more species within Diplomoceras, is difficult to judge. Nevertheless, the Bulgarian material reveals that rib density varies in broad limits and the rib index does not show a sufficient degree of variance to warrant the distinction of more than one species. Therefore, it is doubtful that all specific names that have been proposed in the literature for rib differences represent other species than Diplomoceras cylindraceum.
No abstract is available for this article.
Geochemical studies of seasonally collected mine, stream and drinking waters, bottom sediments (mine and stream) and soil samples from all mining sections were carried out in order to assess the rates of pollution in the immediate proximity to underground mining facilities and related waste rock dumps. The determined concentrations of studied elements in water (As, Pb, Cu, Zn and Sb) show spatial distribution corresponding to ore mineralisation in different sections. Arsenic concentrations show gradual decrease in west-east direction, whereas Pb concentrations peak in the central and eastern sections. Arsenic and, to a lesser extent, Pb proved to be major pollutants in mine and surface waters, as well as in bottom sediments and soils. Detailed geochemical study of soils revealed strong spatial relation with host rocks and ore mineralogy. Comparisons with state guidelines for harmful elements revealed that alluvial and meadow soils in close proximity to waste dumps contain As, Pb, Cu, Zn and Cd above maximum permissible levels. It was also found that, compared to other Bulgarian and world alluvial (fluvisol) soils and the upper continental crust, the soils in Chiprovtsi mining district are enriched in Te, Re, W, Pd, Au, Ag, Mo, Ti, Mn, Co, Se, Sb, Bi and Cs. Since the processes of weathering and oxidation of mine waste remaining in the area continue naturally, the pollution with As and Pb will presumably carry on with decreasing effect.
A strategy for a safe slope design is needed to mitigate the risk of a significant landslide initiation in the Elatsite open-pit mine in Central Bulgaria. This strategy should be based on detailed information about the water dynamics and the interplay of hydrology with various factors, such as the mountain geomorphology, engineering infrastructure, rock types and the distribution of rock anisotropies, which conspire for the overall degradation of the pit walls. In this work, an integrated risk-assessment approach is demonstrated that combines various layers of information superimposed in such a way as to delineate domains of the pit’s surface that are most vulnerable to mechanical degradation due to surface or percolating waters. The main result of the study is a map of the water-initiated risk that combines 12 separate maps for 12 studied classification parameters. For each domain, the risk is expressed by numerical values. This map is used for decision-making about the choice of the slope angle, position of engineering facilities in the pit and location of the waste rock depots etch.
No abstract is available for this article.
No abstract is available for this article.
No abstract is available for this article.
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