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After some preliminary attempts in 1863, electric lighting was first used in Postojnska jama in 1883 for a visit by Emperor Franz Joseph. Alternative forms of bright light (lime-light in 1852, gas light in 1878) had been considered but not adopted. The permanent electric installation of 1884 was the third anywhere in the world. Its 12 arc lights were increased in later years. An "improved" system was fitted in 1901 but failed so often that it was replaced in 1906. An extensive new system was fitted in 1929. Errors in previous literature are corrected and much information published for the first time.
The article compares karstic terminology of the two world Karst forces - Slovenia and France, whose scientists have been collaborating for a very long time. From the etymological point of view, the comparison shows that the two vocabularies exerted mutual influence on each other, which in turn brought about several errors when new terms were being adapted. The article also describes some differences in terminology and deviations in the typology of more specific terms, as well as points out great similarity between general terms. The comparison also deals with different lexical abundance of the two terminologies, and concludes with a presentation of some karstic phenomena unique in both countries.
The appropriate approach to dye tracing in karst areas depends upon the objective and context of the trace. Dye tracing in karst areas is undertaken to address geographical, hydrogeological and contaminant problems at particular spatial and temporal resolution in the context of prior knowledge, available resources, social and legal expectations and environmental constraints. The value of a trace is improved if the objective can be formalized into a rational hypothesis and where the signal is demonstrably distinct from error. This requires sampling and analysis as much to define error as to detect the signal. The tolerable error depends on the dye trace objective and context, and scales with the sophistication of both, becoming increasingly critical and challenging as higher level interpretations are made. The appropriate technique for a particular trace therefore depends not only on the problem and context, but also upon the necessity of defining and correcting errors. Simpler problems such as establishment of underground connections can often be usefully tackled with simple techniques. Variable background fluorescence is a particularly difficult systematic error in dye tracing that can be reduced by supplementary sampling and control. This approach is illustrated for fluorescence spectra and in situ filter fluorometry. To extract a signal from spectra a statistical correction has been developed allowing compositional and concentration corrections to highlight anomalous samples. Supplementary sampling is required to provide the background statistics necessary for such an approach. The strong spectral coherence of background allows concurrent green fluorescence measurements to define variable background fluorescence during a red dye trace. The relationship between red and green fluorescence in un-dyed samples can be used to model background behavior in the presence of the red dye.
"Karst and Cryokarst", dedicated to the memory of Teresa Wiszniowska (authority on research of large fossil mammals, cave bear especially) and Marian Pulina (authority on speleology and geomorphology), contains works covering the subjects of their broad scientific interests.
The book is a joint publication of IGU Karst Commission and UIS Commission Glacier Caves and Cryokarst in Polar and High Mountain Regions /GLACKIPR/.
Contents:
Eraso A., Domìnguez M.C.
Subpolar glacier network as natural sensors of global warming evolution
Mavlyudov B.R.
Internal drainage systems of glaciers
Schroeder J.
Moulins of a subpolar glacier seen as a thermal anomaly Domìnguez M.C., Eraso A.
Frequent systematic errors In the measurements of the glacier discharge
Domínguez M.C., Eraso A.
Substantial changes happened during the last years in the icecap of King George, Insular Antarctica
Eraso A., Domínguez M.C.
Physicochemical characteristics of the subglacier discharge in Potter Cove, King George Island, Antarctica
Sauro U.
Forms of mixed origin in the karst environment of the Venetian Prealps
Auly T.
Quelques morphologies de rapport karst/glaciaire dans les Pyrénées (France)
Pawłowska-Bielawska P.
Evolution of Wielka Śnieżna Cave in the light of geomorphologic observations
Dobrowolski R.
Model of glaciogenic transformation of the Lublin-Volhynia chalk karst (Poland SE, Ukraine NW)
Bieroński J., Socha P., Stefaniak K.
Deposits and fauna of the Sudetic caves ? the state of research Trofimova E.V.
Particularités du développement récent du karst calcaire de Sibérie et d'Extrême-Orient (Russie)
Cao Jianhua, Yuan Daoxian, Zhang Cheng, Jiang Zhangcheng
Karst ecosystem of Guangxi Zhuang Autonomous Region constrained by geological setting: Relationship between carbonate rock exposure and vegetation coverage
Smieja A., Smieja-Król B.
Springs with active calcium carbonate precipitation in the Polish part of the Tatra Mountains
Parise M., Trisciuzzi M.A.
Geomechanical characterization of carbonate rock masses in underground karst systems
Piasecki J., Sawiński T.
Acoustic measurements of airflow in speleo-climatological studies
Kadebskaya O.
News in monitoring system and recommendations in development of use and protection of Kungur Ice cave
Mokrushina O.
Ordinskaya cave as new object of speleoturism
Book is available at the Department of Geomorphology University of Silesia ordering via e-mail: atyc@us.edu.pl
Cave levels, passages found at similar elevations and formed during the same constant stream base level event, reveal information about paleoclimates and karst geomorphology. The investigation presented here examines how Stream Power Index (SPI) relates to cave levels. The study area, Carter Caves State Resort Park (CCSRP), is a fluviokarst system in northeastern Kentucky containing multiple cave levels. SPI determines the erosive power overland flow based on the assumption that flow accumulation and slope are proportional to potential for sediment entrainment. Part of this digital terrain analysis requires the creation of a flow accumulation raster from a digital elevation model (DEM). In creating the flow accumulation raster, one has the option to fill depressions (also considered errors) within the DEM. Filling these depressions, or “sinks,” creates a well-connected stream network; however it also removes possible sinkholes from the DEM. This paper also investigates the effects a filled and an unfilled DEM have on SPI and what each reveals about erosion potential in the area. The data shows that low elevations within the filled DEM maintain a high SPI value when compared to the unfilled DEM. The filled DEM also created a stream network similar to reality. The unfilled DEM demonstrated similar SPI results between all levels, indicating a well-connected karst system. In order to truly understand the mechanics of this system, a combination of these two DEMs is required.
The sinuosity factor (SF) is a critical value in karst systems in terms of estimating their hydrodynamic parameters including groundwater velocity, coefficient of dispersion, etc., through dye tracer experiments. SF has been used in a number of different dye tracer experiments in karstic systems to estimate a representative flow path. While knowing SF is crucially important in the estimation of hydrodynamic parameters, its calculation is associated with significant uncertainty due to the complexity of subsurface karstic features. And yet, only a few studies have discussed its uncertainties, which might lead some errors in estimation of hydrodynamic parameters from dye tracer experiment. In this study, dye tracer experiments were conducted in two consecutive years (2003 and 2004) representing low and high flow conditions in the Beyyayla sinkhole (Eskişehir, Turkey) where the flow path is well known. Uranine was used in experiments as a tracer and QTRACER computer program was used to determine the hydrodynamic properties of the Beyyayla karst system as well as to gain insights into the effects of SF from dye tracer experiments on estimated parameters. The results showed that the breakthrough curve follows a unimodal and a bimodal distribution in low and high flow conditions, respectively. These different distributions stem from the water transport mechanisms, where velocities were calculated as 58.2 and 93.6 m h−1 during low and high flow conditions observed in a spring emerging from the south side of the studied system. The results also show that the coefficient of dispersion, Reynolds number, and Peclet number increased and longitudinal dispersivity decreased with the higher flow rate. Furthermore, the estimated parameters did not vary with either the flow conditions or the tracer transit time, but they have shown some variations with SF. When SF was increased by 50 %, a change in these parameters was obtained in the range of 50–125 %.
The assessment of karst conditions and putative karst geohazards prior to residential and commercial development is currently in its infancy, from a scientific aspect. Borrowing from the medical lexicon, most karst features at proposed building sites are dealt with using an approach wherein the “symptoms and conditions” are treated (e.g. sinkhole remediation), often only after site development activities have commenced. If karst hazards are suspected, roadways, foundations and specific at-risk areas may be investigated using various geophysical methods; however the results of these investigations require specialized knowledge to be interpreted and understood. Thus stakeholders without geological training may find the investigator’s results indecipherable, often leading to unnecessary and expensive supplemental studies, the need for which is entirely based on the non-technical stakeholder’s faith in the investigator’s judgment.
In contrast, a recent trend among consulting firms is to attach cursory karst “assessments” to due diligence study reports, particularly Phase I Environmental Site Assessments. These combined assessments are often performed by individuals who are inexperienced in geology, often without any specific training in karst geology. Not unexpectedly, this can lead to numerous mistakes, errors, and oversights. More troubling, these studies often report a lack of karst risks at the site under study, a result that the stakeholders may initially embrace, but which later can result in substantial financial loss and/or significant threats to human health and the environment.
To address these concerns, we propose a proactive, “preventative” standard practice for karst assessments. Ideally, this proactive approach will help to delineate potential karst hazards so that they can be avoided, managed, or corrected by remediation. Requirements for investigators, a proposed scope of services, fieldwork and data review checklist, and a template for a follow-up karst management plan are presented. It is our hope that if carried out and reported accurately, the proposed assessments should allow even a non-technical stakeholder to make informed decisions regarding the relative risk of karst geohazards, the need for further studies, and potential corrective actions that site development may entail.
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