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Wyświetlanie 1-2 z 2
Tytuł:
Temporary monitoring of areas prone to landslides illustrated with the example of the Klodne village
Autorzy:
Cwiakala, P.
Drwal, P.
Daroch, M.
Grabek, P.
Powiązania:
https://bibliotekanauki.pl/articles/61196.pdf
Data publikacji:
2014
Wydawca:
Polska Akademia Nauk. Stowarzyszenie Infrastruktura i Ekologia Terenów Wiejskich PAN
Tematy:
temporary monitoring
landslide
Klodne village
control network
displacement
Opis:
Mass wasting processes are very dangerous phenomena, mainly due to their unpredictability. Moreover, their tumultuous and rapid character has led to attempts of predicting the places of occurrence of such phenomena and to assess the possible threat. Unfortunately, it is not possible to monitor all potentially unstable areas, however, temporary monitoring of such areas, that are already activated, is legally required. Monitoring the area prone to mass movements is essential to assure the safety of its inhabitants and their possessions. The article presents the example of a surveying solution which was applied to monitor the landslide areas as well as their surroundings. The subject of the research was the landslide that occurred within the area of the Carpatians flysch in the village of Kłodne. Its activation, disastrous in its effects, occurred in 2010 and was caused by an intense rainfall. The first described stage of the research was the design and stabilisation of a control network. This resulted in the stabilisation of 68 points creating an observational network. The next stage, described in the article, was conducting two observational series using both satellite and classic measurement techniques. In the following part of the article, the results of the field measurements were discussed. The analysis of the results started with the calculation of coordinates of all points stabilised on the researched area in reference to the national spatial reference system. The calculations were made for each measurement series separately. After the conduction of works aimed at detecting fixed points in the creat ed surveying network, a slight horizontal displacement of several points located in the landslide area has been noticed. The determined displacements slightly exceed the values of measurement errors. In order to verify the obtained results, it is necessary to conduct more measurement series
Źródło:
Infrastruktura i Ekologia Terenów Wiejskich; 2014, IV/1
1732-5587
Pojawia się w:
Infrastruktura i Ekologia Terenów Wiejskich
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wyznaczenie przemieszczeń powierzchniowych na osuwisku w Kłodnem (gmina Limanowa, południowa Polska)
Determination of surface displacement on the landslide in Kłodne (Limanowa community, southern Poland)
Autorzy:
Ćwiąkała, P.
Stanisz, J.
Wróbel, A.
Kaczmarczyk, R.
Drwal, P.
Grabek, P.
Daroch, M.
Pękala, M.
Świątek, M.
Zierkiewicz, M.
Powiązania:
https://bibliotekanauki.pl/articles/2075554.pdf
Data publikacji:
2016
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
Karpaty fliszowe
osuwiska
monitoring geodezyjny
Kłodne
flysch Carpathians
landslides
geodetic monitoring
Opis:
Examination of the landslide in Kłodne was carried out in 2013 and 2014. The work was divided into two parts: geological engineering investigations (mapping of the external borders of the landslide) and geodetic surveying (photogrammetric studies and monitoring of surface movements). The boundaries of the landslide were marked using a Garmin eTrex GPS receiver and a geological compass (Freiberg). The boundaries have not changed and is convergent with previous studies. In the south-western part of the landslide the boundary is blurred as a result of anthropogenic transformation of the area. In the south-eastern part (as at May17, 2014) about 200 m3 of the colluvial material has been moved. Photogrammetric studies were based on the analysis of aerial photos from May 26, 2009 (prior tothe landslide formation) and on the orthophotomap created from images taken in July 2010, after the formation of the landslide. Displacement vectors were determined by comparing the locations of specific terrain details in the pictures taken before and after the mass movements occurred. In the upper part of the landslide the maximum horizontal displacement value was 87.7 m, the minimum was 6.2, and the average – 84.5 m. In the lower part of the landslide the horizontal displacements amounted to 65.5 m, had a minimum value of 10.3, and an average of 54.8 m. In the last stage of the study the base measurement network was created. It consisted of 68 points stabilized in the ground. The measurements were performed using the static GNSS observations method and linear-angular measurements carried out with a precise total station. In 2013, horizontal displacements ranged from 1 to 8.1 mm, and vertical ones ranged from –9.8 to 13.5 mm. In 2014, there were displacements observed in the vicinity of the main slope. They were directed to the south. The horizontal displacement vector has reached values from 2 to 94 mm, and the vertical vector was from –63 to 16 mm.
Źródło:
Przegląd Geologiczny; 2016, 64, 2; 122--130
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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