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Szkody powodziowe w obiektach budowlanych w latach 1997-2010 na przykładzie terenów południowej Polski

Bajno Dariusz, Grzybowska Agnieszka, Grucki Dawid, Fiutak Marcin

Przegląd Budowlany

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2022

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R. 93, nr 9-10

35--41

PL

W artykule poruszono problem uszkodzeń popowodziowych budynków i budowli, ich skutecznego diagnozowania oraz przywracania do wymaganego stanu użytkowego. Za przykład posłużyły tu dwa okresy powodziowe, lipiec 1997 r. i czerwiec 2010 r. Wskutek naporu wód powodziowych na sąsiadujące ze sobą obiekty budowlane skala powstałych w nich uszkodzeń nie była jednakowa. Autorzy podjęli próbę udzielenia odpowiedzi na pytanie: od czego zależał zakres uszkodzeń budynków i ich elementów składowych, a także zakres późniejszych napraw lub podejmowane decyzje o rozbiórce i czy przed takimi skutkami oddziaływań będzie można ustrzec się w przyszłości? Na czym polegał (jakie stosowano metody) i jak długo trwał proces oczyszczania oraz wysychania przegród, które wchłonęły spore ilości zanieczyszczonej chemicznie i bakteriologicznie wody? Na wybranych przykładach zostanie również opisany proces rewitalizacji uszkodzonych budynków.

EN

The article deals with the problem of flood damage to buildings and structures, their effective diagnosis and restoration to the required operational condition. Two flood periods, July 1997 and June 2010, served as an example here. Due to the pressure of flood waters on adjacent building structures, the scale of damage to them was not the same. The authors attempted to answer the question: what did the extent of damage to buildings and their components depend on, as well as the scope of subsequent repairs or the decisions made about demolition, and whether it would be possible to avoid such effects in the future? What was it (what methods were used) and how long was the process of cleaning and drying the partitions, which absorbed large amounts of chemically and bacteriologically contaminated water? The process of revitalizing damaged buildings will also be described on selected examples.

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Zagrożenia osuwiskowe na trasie budowy drogi ekspresowej S-7 na odcinku Lubień–Naprawa (Karpaty fliszowe)

Wójcik Antoni, Jurczak Sebastian, Wnuk Mariusz, Janik Krzysztof

Przegląd Geologiczny

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2019

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Vol. 67, nr 5

388--396

EN

Landslide recognition is an important task for designers and contractors during the road construction process. The problems that contractors often face is insufficient recognition of the geological structure (at the design stage), too small area of purchased land under the "ZRiD’'decision, or the inability of fast responding to emerging threats. The studies described in this article shed more light on the complexity of slope deformation as a result of landslide processes. During the constructing of the expressway S-7, the problems related to deep landslide processes occurred, which most probably were associated with poorly recognized old “rocky-weathering material” type of landslide. The geological survey performed during the construction of this road, confirmed the occurrence of deep (>20 m) displacements, recorded by the inclinometer measurements. These deep displacements are linked to a large landslide with a main scarp located in the region of Mt. Cymbalowa Góra.

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Stateczność stoków osuwiskowych na podstawie pomiarów inklinometrycznych oraz właściwości fizyczno-mechaniczne skał i gruntów na przykładzie osuwisk w Ochojnie i Starym Sączu

Kos Jarosław

Przegląd Geologiczny

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2019

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Vol. 67, nr 5

377--387

EN

In the area of landslides in Ochojno and on Stroma street in Stary S¹cz, geological works were carried out, including determination of geological-engineering parameters, and documentation of slip surface on the basis of the drill core analysis. The obtained results allowed the author to construct computational cross-sections on the basis of which slope stability index factors for each of the landslide areas were calculated. These results were compared with the values of stability index obtained from inclinometer measurements. A proposal for documenting landslide areas was presented, paying particular attention to the proper interpretation of the ground profile. This enables avoiding frequent errors made in preparation of geological-engineering documentation based on shallow ground recognition and improperly conducted drilling system.

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Późnoglacjalny rozwój osuwisk w polskich Karpatach zewnętrznych

Wójcik Antoni

Przegląd Geologiczny

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2019

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Vol. 67, nr 5

397--404

EN

The area of Poland, including the Carpathian Mountains, is located in a zone where landslides cause large material damage. This issue can be considered using different time scales. Using various dating methods, it was possible to distinguish periods of increased landslide activity. Among others, the radiometric methods are the most common. Based on the 14C dated landslides in Szczawnica-Biafy Stream, Zapadle near Szymbark, Rychwatd near Żywiec and on data published by Margielewski (2006), it was possible to hypothesize that landslides in the Carpathians have been developing over 13,000 years, i.e. since the Oldest Dryas. This is related to the beginning of degradation of the permafrost, which can be considered as the inception of the development of large rock landslides. On the basis of the presented data, it can also be stated that these landslides have been active up to modern times and their development is very long. An example of this is the landslide in Zapadle. The position of the landslide tongue, which is subjected to erosion, is of great importance, which promotes its further activity. Permanent removing of the colluvial material by a stream and its supplementing by subsequent new displacements from the scarp causes that the landslides can be active for a very long period of time.

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Trace metal concentrations in Pleurozium schreberi and Taraxacum officinale along the road No. 7

Korzeniowska Joanna, Ewa Panek

Ecological Chemistry and Engineering. S

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2019

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Vol. 26, nr 4

651--663

EN

The aim of this study is to test two plant species, the common dandelion Taraxacum officinale and moss Pleurozium schreberi, as bio monitors of trace metal pollution emitted by motor vehicles. The samples of the moss Pleurozium schreberi (green segments) and the common dandelion Taraxacum officinale (leaves) were collected within 12 transects along the state road No. E77 near Chyzne, Sothern Poland. The transects were located on the eastern and western side of the road (downwind and upwind towards prevailing winds), at the following distances from the road: 5, 50, 100, 300 500 and 600 m. Total concentrations of Cr, Cu, Ni, Pb, Sb and Zn in the plant material were determined. The studied species accumulated trace metals in the similar amounts. Statistically significant differences in metal concentrations between two plant species were observed only in the case of Cu and Pb. Copper concentrations were higher in the common dandelion, while the moss Pleurozium schreberi accumulated considerably higher amounts of Pb. There is a statistically significant negative correlation between the trace metal concentrations in plants and the distance to the road. There are also statistically significant differences in concentrations of Cr, Cu, Ni, Pb and Zn in the common dandelion between the samples collected from the opposite sides of the road: upwind/downwind towards the prevailing wind direction at the distance up to 300 meters. The concentrations are higher on the downwind side of the road.

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Stateczność zbocza i zagrożenie osuwiskowe w świetle kompleksowych badań geologicznych

Gawriuczenkow I., Kaczmarek Ł., Kiełbasiński K., Kowalczyk S., Mieszkowski R., Wójcik E.

Przegląd Naukowy Inżynieria i Kształtowanie Środowiska

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2017

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Vol. 26, No. 1

85--98

PL

W artykule przedstawiono studium przypadku oceny stateczności zbocza zlokalizowanego w południowej Polsce, w obszarze o skomplikowanej budowie geologicznej. Zaproponowano wieloetapową metodologię oceny stateczności zbocza. Zastosowane komplementarne techniki badawcze pozwoliły uzyskać dokładną i rzetelną ocenę stateczności analizowanego zbocza, a przedstawiona wieloetapowa procedura analizy uwarunkowań stateczności umożliwiła uwzględnienie różnych cech i mechanizmów destabilizujących stan równowagi, co pozwala na prognozowanie kierunków zagospodarowania przestrzennego.

EN

The multistage methodology of the slope stability analysis, based on a case study, is presented in the paper. The study area is located in southern Poland, where geological conditions are complex. A numerous complementary research techniques that were applied provided reliable and exact assessment of equilibrium state of the slope. The results have shown that presented multistep procedure takes into account various destabilizing factors and therefore enables the prediction of the future spatial planning.