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Tytuł:
Ocena stanu chemicznego wód podziemnych we fragmencie zlewni Nysy Kłodzkiej w rejonie Barda
Assessment of groundwater chemical status in the part of Nysa Kłodzka river catchment area near Bardo (Lower Silesia)
Autorzy:
Dendys, M.
Zdechlik, R.
Powiązania:
https://bibliotekanauki.pl/articles/2075381.pdf
Data publikacji:
2015
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
stan chemiczny
wody podziemne
Nysa Kłodzka
Barda
chemical status
groundwater
Nysa Kłodzka river
Bardo
Opis:
Quality of groundwater is the most important issue in water management, especially in matter of using groundwater for local community consumption. Assessment of quality of the resources of groundwater is based on the results of chemical status monitoring and both are carried out according to EU regulations: the Water Framework Directive (2000/60/EC), the Groundwater Directive (2006/118/EC) and the Directive 2009/90/EC, and also national regulation (Regulations of the Minister of the Environment, 2008 and 2011). This paper presents the quality classification and groundwater chemical status assessment in part of catchment area of the Nysa Kłodzka river near Bardo town. Qualification and assessment was based on results of the field hydrogeological investigations and the chemical analysis of composition of the groundwater samples from monitoring points. In research area the major group are the groundwater rating as IV-class quality (62%). There are 23% of groundwater with II and III-class quality status and in the V-class – 15%. There are no points with groundwater rating as I-class quality. In area configuration groundwater in the part of Nysa Kłodzka river catchment are qualified as IV-class, so the chemical status is rating as poor. Assessment was accomplished by arithmetic average. Poor chemical status is caused by elevated concentration of selenium (Se), arsenic (As) and nickel (Ni). Occurring of this elements in groundwater is probably natural, because of geological structure of research area and lithology of aquifer.
Źródło:
Przegląd Geologiczny; 2015, 63, 10/1; 678--682
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Tarasy rzeczne Nysy Kłodzkiej oraz drobne plejstoceńskie struktury tektoniczne w strefie sudeckiego uskoku brzeżnego i przełomu bardzkiego w Janowcu
Terraces of Nysa Kłodzka river and small-scale tectonic structures close to the Sudetic Marginal Fault at Janowiec [Bardo Mts.]
Autorzy:
Badura, J.
Przybylski, B.
Tokarski, A.
Świerczewska, A.
Powiązania:
https://bibliotekanauki.pl/articles/2074547.pdf
Data publikacji:
2007
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
Nysa Kłodzka
tarasy rzeczne
klasty
pleistocen
Nysa Kłodzka River
neotectonics
river terraces
fractured clasts
Pleistocene
Opis:
New research in the N part of the Bardo Gorge [close to the Sudetic Marginal Fault] evidenced the occurrence of two hitherto unknown Pleistocene river terraces. The terraces were interpreted basing on digital elevation model [DEM] 1;10,000 and radars sweeping of the Earth’s surfaces [DETM level 2]. Moreover, the results of petrographical analysis of deposits exposed in the 22 high river terrace show two-tier structure of the terrace. This suggest a polygenetic age of the terrace. Within the last terrace fractured clasts and small-scale faults were observed. Fractured clasts were studied in the bottom part of the 22-m-high river terrace where numerous fractured clasts occur. This part of the terrace is composed of gravels containing clasts up to 80 cm across. The matrix is sandy-clayey. The fractures are usually restricted to particular clasts. The fractures compose two sets striking NW-SE and N-S. Gravels exposed in the uppermost part of the terrace are cut by few strike-slip, N-S striking, sub-vertical faults which can be traced along a vertical distance up to 50 cm. These faults cut the gravel matrix but omit clasts. Fractures cutting the clasts do show a well organized architecture which is independent of orientation of a-b surfaces of the host clasts. These features indicate that the fractures were formed in situ within the studied gravels. Furthermore, for the majority of fractures, the angle between the fracture and the a-b surface of the host clast is less than 80, confirming the in situ origin of fractures. The fractures of one set are parallel to the strike of the Sudetic Marginal Fault. This suggests that the origin of the fractures is related to that of the fault. The fractures of the second set may represent Riedel shears associated with the activity of the Sudetic Marginal Fault. The orientations of minor faults confirm this supposition. Summing up, we believe that during the Pleistocene, the Sudetic Marginal Fault was a dextral strike-slip fault, at least in the discussed area.
Źródło:
Przegląd Geologiczny; 2007, 55, 3; 228-228
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Antropogeniczne przekształcenia den dolin śródgórskich na przykładzie Nysy Kłodzkiej
Autorzy:
Latocha, A.
Powiązania:
https://bibliotekanauki.pl/articles/294567.pdf
Data publikacji:
2008
Wydawca:
Stowarzyszenie Geomorfologów Polskich
Tematy:
przekształcenia antropogeniczne
dolina śródgórska
Nysa Kłodzka
Źródło:
Landform Analysis; 2008, 9; 305-308
1429-799X
Pojawia się w:
Landform Analysis
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Palaeontology of the Middle Turonian limestones of the Nysa Kłodzka Graben (Sudetes, SW Poland): biostratigraphical and palaeogeographical implications
Autorzy:
Chrząstek, Alina
Powiązania:
https://bibliotekanauki.pl/articles/94653.pdf
Data publikacji:
2012
Wydawca:
Uniwersytet im. Adama Mickiewicza w Poznaniu
Tematy:
Middle Turonian
Sudetes
Nysa Kłodzka Graben
ammonites
inoceramids
biostratigraphy
Turon
Sudety
Nysa Kłodzka
amonity
inoceramy
biostratygrafia
Opis:
The ammonites Lewesiceras peramplum Mantell and ?Lewesiceras sp. are reported from the Upper Cretaceous in the Nysa Kłodzka Graben; they date from the Middle Turonian and ?Coniacian, respectively. The Middle Turonian limestones of the Stara Bystrzyca quarry contain an abundant assemblage of inoceramids (Inoceramus cuvieri Sowerby and I. lamarcki Parkinson) and other bivalves, including oysters, as well as brachiopods and trace fossils. Micropalaeontological data show the presence of foraminifers and siliceous sponge spiculae, bryozoans, ostracods and fragments of bivalves and gastropods. The Middle Turonian calcareous deposits belongs to the upper part of the Inoceramus lamarcki Zone (late Middle Turonian) and were deposited on a shallow, subtidal offshore shelf. They overlie the Middle Turonian Bystrzyca and Długopole Sandstones, which represent foreshore-shoreface delta deposits. The fossil assemblage suggests a moderate- to low-energy, normal-salinity environment with occasionally an oxygen deficit.
Źródło:
Geologos; 2012, 18, 2; 83-109
1426-8981
2080-6574
Pojawia się w:
Geologos
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wyparcie ścianki szczelnej na budowie jazu w nurcie rzeki
Failure of sheet piling in course the building of diversion weir in a river midstream
Autorzy:
Parylak, K.
Antoniszyn, G.
Powiązania:
https://bibliotekanauki.pl/articles/40107.pdf
Data publikacji:
2016
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
Nysa
rzeka Nysa Klodzka
budowle hydrotechniczne
budowle pietrzace
jazy
scianka szczelna
badania geotechniczne
rozpoznanie geotechniczne
przebicie hydrauliczne
awarie budowlane
Nysa town
Nysa Klodzka River
hydrotechnical structure
dam building
weir
geotechnical research
geotechnical investigation
internal erosion
construction failure
Opis:
Na rzece Nysie Kłodzkiej w mieście Nysie zaprojektowano trzyprzęsłowy jaz piętrzący wodę na potrzeby energetyczne. Dokumentacja projektowa nie zawierała przewidzianego Eurokodem 7 projektu geotechnicznego, a w tym badań podłoża gruntowego, spełniających wymagania III kategorii geotechnicznej. Wykonano jedynie niewystarczające wiercenia geologiczne i sondowania dynamiczne. W konsekwencji do projektu przyjęto niezgodny z rzeczywistością układ warstw i parametry geotechniczne niemogące być podstawą do poprawnego posadowienia i wykonania jazu. Nie wykazano także, że pod dnem szerokoprzestrzennego wykopu fundamentowego zamiast podanych w dokumentacji gruntów spoistych w stanie twardoplastycznym występowały tylko ich nieliczne przewarstwienia w sufozyjnych piaskach drobnych i pylastych o miąższości ponad 4,5 m. Przyjęcie do projektowania tych nieprawdziwych cech podłoża spowodowało, że ściankę szczelną zakończono w piaskach zaledwie 2,5 m poniżej poziomu posadowienia jazu. W wykonywanym początkowo w żwirach, a następnie w warstwie gruntów spoistych wykopie na głębokości 7 m powstało przebicie hydrauliczne. Nastąpiło gwałtowne wyparcie dolnego końca ścianki, jej deformacja, a wykop zapełnił się sufozyjnym gruntem. Spowodowało to także rozluźnienie podłoża pod zaprojektowanym fundamentem budowli.
For the purposes of the construction of a new diversion weir on the Nysa Kłodzka River in Nysa, instead of geotechnical investigations required by Construction Law, only geological investigations were performed. The depth of subsoil recognition was too small and the number of boreholes, probing as well as the scope of the laboratory test did not meet the requirements of the third geotechnical category. Consequently, the layers arrangement and geotechnical parameters contained in the engineering - geological documentation were inconsistent with the reality. This caused incorrect design of the weir. In addition, according to the documentation, below the bottom of the wide foundation excavation, the cohesive soils in stiff state were located. In fact, there were suffosive fine and silty sands with a thickness more than 4.5 m with a few interbeddings of cohesive soil. Design based on the incorrect subsoil characteristics caused that sheet piling was ended in the sands only 2.5 m below the weir foundation level. While excavation, at a depth of 7 m, the piping took place. The rapid displacement of the lower end of the sheet piling has occurred, and excavation was filled with soil. It caused the total loosening of soil below foundation of the designed structure.
Źródło:
Acta Scientiarum Polonorum. Architectura; 2016, 15, 2
1644-0633
Pojawia się w:
Acta Scientiarum Polonorum. Architectura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The mysterious provenance and uncommon repertoire of the music collection belonging to the Dominican Pius Hancke
Autorzy:
Hauptman-Fischer, Ewa
Powiązania:
https://bibliotekanauki.pl/articles/780143.pdf
Data publikacji:
2012
Wydawca:
Uniwersytet im. Adama Mickiewicza w Poznaniu
Tematy:
Nysa
Antonio Vivaldi
Pius Hancke
Dominicans
harp
Opis:
Father Pius Hancke’s music collection includes numerous pieces written for harp. Its outstanding repertoire and provenance distinguishes it from other monastic collections. Hancke expanded it throughout his life and took it with him when moving home. He spent the last thirty years of his life in the Dominican monastery in Nysa. Music for the liturgy contained in his collection (masses, litanies) was certainly used there and is currently the only testimony of that monastery’s musical culture. Besides liturgical compositions, Hancke’s collection includes a number of instrumental pieces for harp with the accompaniment of other instruments and contrafacta of operatic arias. The latter often include parts arranged for harp, probably by Hancke himself. The scriptors’ names link this collection to a unique manuscript containing a Credo ascribed to Antonio Vivaldi.
Źródło:
Interdisciplinary Studies in Musicology; 2012, 11; 155-168
1734-2406
Pojawia się w:
Interdisciplinary Studies in Musicology
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Dzwony wieży ratusza w Nysie.
Bells from the town hall tower in Nysa
Autorzy:
Pawlik, Krzysztof
Powiązania:
https://bibliotekanauki.pl/articles/560209.pdf
Data publikacji:
2009
Wydawca:
Uniwersytet Wrocławski. Instytut Historii Sztuki
Tematy:
Śląsk w XIV wieku
Nysa
zegar ratuszowy
Opis:
The town hall tower in Nysa [German: Neisse] was built in the years 1488-1499. It was 89 m high. Four bells were hung in its helm. Three of them were clock bells. The town hall tower clock came into being ca. 1650. The oldest one, the second hour bell, was cast in 1498 by Bartel Lindenrath, a bell- founder from Nysa. Two other – the first hour bell and the quarter bell – were made by Peter Herel, a bellfounder from Nysa, in 1629. The last one, not being a clock bell, was cast in 1749. It bore the name of convicts’ bell, later also an alarm bell or a „Schließglocke” (English: ‘closing bell’), as it used to strike at 9 pm to get city gates closed. This bell was mentioned in the sources in the 16th and 17th centuries. It may be supposed that it was recast in the 18th century. All four bells survived World War I as they were not commandeered. During World War II, in 1942, the convicts’ bell was taken out from the tower and recast for war purposes, while the three clock bells were left in the tower. In March 1945 during Red Army’s attack on Nysa the town hall tower was seriously damaged and collapsed together with the bells, nevertheless they could still be used. After the war, ca. 1947-1948, the preserved bells found their place in catholic parishes. The second hour bell of 1498 was hung in the belfry of St. Jacob church in Nysa and after the war it was recast. The quarter bell of 1629 found its place in Our Mother of Sorrows church in Nysa, and the first hour bell of 1629 was placed in the chapel in Sucha Kamienica [German: Dürrkamitz] in the poviat of Nysa.
Źródło:
Quart. Kwartalnik Instytutu Historii Sztuki Uniwersytetu Wrocławskiego; 2009, 3(13); 60-73
1896-4133
Pojawia się w:
Quart. Kwartalnik Instytutu Historii Sztuki Uniwersytetu Wrocławskiego
Dostawca treści:
Biblioteka Nauki
Artykuł

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