Temat: edge zone - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Stratygrafia osadów fosy i strefy krawędziowej na stanowisku archeologicznym w Bruszczewie jako rezultat jego użytkowania w pradziejach
Autorzy:: Hildebrandt-Radke, I.
Powiązania:: https://bibliotekanauki.pl/articles/295262.pdf
Data publikacji:: 2011
Wydawca:: Stowarzyszenie Geomorfologów Polskich
Tematy:: archaeological site
stratygraphy
moat
edge zone of the site
erosion and denudation processes
Opis:: Archaeological and geomorphologic research conducted on the archaeological site in Bruszczewo, indicates most of the cultural layers and archaeological objects to be dated back to the Early Bronze Period. Such is also the dating of the oldest colluvial deposits there. Second phase of relief transformations and sedimentary deposition is connected with the Lusatian stage of the site exploitation in the Late Bronze and Early Iron Age. Layers dated back to these periods can be observed in the moat, in the edge zone of the site as well as in the peatbog zone. Most of the material related to this stage of the settlement exploitation is deposited in the unearthed Lusatian moat. Third stage - the medieval settlement of the site - is well-known mainly for its mixed colluvial sediments. They contain cultural material from different periods, and were transported and deposited in modern times. Fourth phase of the area exploitation - agrotechnical denudation - is marked with the layer of colluvia of the widest spatial range, covering the deposits of peatbog plain. These sediments are linked to regular cultivation within the archaeological site.
Źródło:: Landform Analysis; 2011, 16; 81-86
1429-799X
Pojawia się w:: Landform Analysis
Dostawca treści:: Biblioteka Nauki

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Tytuł:: Rola terenów nadbrzeżnych i parków kieszonkowych w kształtowaniu środowiska mieszkaniowego na przykładzie osiedla Nordhavnen w Kopenhadze
Role of waterfront areas and pocket parks in shaping of housing environment on the example of the Nordhavnen Housing Estate in Copenhagen
Autorzy:: Poklewski-Koziełł, D.
Powiązania:: https://bibliotekanauki.pl/articles/345364.pdf
Data publikacji:: 2018
Wydawca:: Politechnika Krakowska im. Tadeusza Kościuszki. Wydział Architektury. Katedra Kształtowania Środowiska Mieszkaniowego
Tematy:: tereny nadbrzeżne
parki kieszonkowe
strefa buforowa
zrównoważona mobilność
dostępność piesza
waterfronts
pocket park
edge zone
sustainable mobility
walkability
Opis:: Celem artykułu jest przedstawienie będącego obecnie w trakcie realizacji, jednego z największych projektów rozbudowy miasta jaki ma miejsce w Skandynawii, znanego pod nazwą Nordhavnen. Artykuł przybliży podstawowe założenia ideowe i strategie projektowe jakie przyświecały autorom wyłonionej w drodze międzynarodowego konkursu pracy, oraz odpowiadające im praktyczne narzędzia urbanistyczne. Artykuł przyjrzy się jak w praktyce wygląda realizacje założeń koncepcyjnych ze szczególnym uwzględnieniem terenów zielonych - parków kieszonkowych i tzw. stref buforowych - oraz wodnych - terenów nadbrzeżnych. Przeanalizowane zostaną podstawowe dane powierzchniowe w kontekście ich wpływu i roli w kreowaniu wyżej wymienionych przestrzeni.
The goal of the article is the presentation of one of the largest city expansion projects that are currently being executed in Scandinavia, known as Nordhavnen in Copenhagen. The article will familiarise readers with the basic conceptual assumptions and design strategies that were adopted by the authors of its design, as well as the practical urban planning tools that correspond to them. The article will also explore how the implementation of the conceptual assumptions looks like in practice, with a specific emphasis on green areas - pocket parks and so-called edge zones - and those close to water - waterfronts. Basic data concerning various types of surface area in the context of their impact and role in creating the aforementioned spaces were analysed.
Źródło:: Środowisko Mieszkaniowe; 2018, 24; 74-81
1731-2442
2543-8700
Pojawia się w:: Środowisko Mieszkaniowe
Dostawca treści:: Biblioteka Nauki

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Tytuł:: Warunki geologiczno-inżynierskie na obszarze strefy krawędziowej Wzgórz Warszewskich
Autorzy:: Seul, Cyprian
Powiązania:: https://bibliotekanauki.pl/articles/763303.pdf
Data publikacji:: 2015
Wydawca:: Uniwersytet Marii Curie-Skłodowskiej. Wydawnictwo Uniwersytetu Marii Curie-Skłodowskiej
Tematy:: Szczecińskie Hills
edge zone
morainic plateau
geodynamic process
septaria clay
geotechnical parameters
building failures
Wzniesienia Szczecińskie
strefa krawędziowa
procesy geodynamiczne
iły septariowe
parametry geotechniczne
awarie budowlane
Opis:: Development trends of the modern city imply a reduction in the number of inhabitants in its centre, and thus the construction of dormitory suburbs on the outskirts of the city. One of the potential areas for the development of Szczecin is its northern part, i.e. the so-called Warszewo Hills. This area has both latitudinal and meridional extents of about 8 km, and is characterized by complicated engineering-geological conditions. It lies at altitudes ranging from the sea level (Odra River) to 130.9 m a.s.l. (Wielecka Góra), and has highly varied relief. Its landscape consists of hills and flat plateaux, which are cut by deep small valleys, some of them with streams (e.g. the Warszewiec stream). Geological structure is characterized by the occurrence of glacitectonically disturbed moraine deposits mixed with the Tertiary sands and clays. Taking into account geodynamic processes and their intensity, the wide edge zone of the Warszewo Hills can be divided into three main parts: plateau with the upper edge of slope (area of precipitation infiltration), slope, which is cut by small erosion valleys in places (area of surface water and groundwater flow), slope foot (area of water flow and accumulation of slope deposits). One of the most important tasks of the design-investment process is to take action in such a way as to interfere as little as possible in the natural environment and at the same time to achieve the intended purpose. Predominant occurrence of cohesive deposits in the described area (Oligocene scaled clay mixed with moraine disturbed material) results in a high susceptibility of ground to moisture changes. Strength parameters of stable slopes built of clays considerably decrease under the influence of increasing moisture and thixotropy phenomenon. Then landslide processes are triggered, as well as very slow, hardly noticeable in a short time, soil creep.The complicated arrangement of deposit layers results in spatial variability of groundwater level, and proper design of building foundation is difficult, even in the case of a small, detached house. Too much interference in the landform features (through macro-levelling, construction of streets and routes in the area with steep slopes), the decrease of water retention and increase of surface runoff contribute to an intensification of some geodynamic processes.
Development trends of the modern city imply a reduction in the number of inhabitants in its centre, and thus the construction of dormitory suburbs on the outskirts of the city. One of the potential areas for the development ofSzczecinis its northern part, i.e. the so-called Warszewo Hills. This area has both latitudinal and meridional extents of about 8 km, and is characterized by complicated engineering-geological conditions. It lies at altitudes ranging from the sea level (OdraRiver) to 130.9 m a.s.l. (Wielecka Góra), and has very varied relief. Its landscape consists of hills and flat plateaux, which are cut by deep small valleys, some of them with streams (e.g. the Warszewiec stream). Geological structure is characterized by the occurrence of glacitectonically disturbed moraine deposits mixed with the Tertiary sands and clays. Taking into account geodynamic processes and their intensity, the wide edge zone of the Warszewo Hills can be divided into three main parts: plateau with the upper edge of slope (area of precipitation infiltration), slope, which is cut by small erosion valleys in places (area of surface water and groundwater flow), slope foot (area of water flow and accumulation of slope deposits). One of the most important tasks of the design-investment process is to take action in such a way as to interfere as little as possible in the natural environment and at the same time to achieve the intended purpose. Predominant occurrence of cohesive deposits in the described area (Oligocene scaled clay mixed with moraine disturbed material) results in a high susceptibility of ground to moisture changes. Strength parameters of stable slopes built of clays considerably decrease under the influence of increasing moisture and thixotropy phenomenon. Then landslide processes are triggered, as well as very slow, hardly noticeable in a short time, soil creep. The complicated arrangement of deposit layers results in spatial variability of groundwater level, and proper design of building foundation is difficult, even in the case of a small, detached house. Too much interference in the landform features (through macro-levelling, construction of streets and routes in the area with steep slopes), the decrease of water retention and increase of surface runoff contribute to an intensification of some geodynamic processes.
Źródło:: Annales Universitatis Mariae Curie-Sklodowska, sectio B – Geographia, Geologia, Mineralogia et Petrographia; 2015, 70, 2
0137-1983
Pojawia się w:: Annales Universitatis Mariae Curie-Sklodowska, sectio B – Geographia, Geologia, Mineralogia et Petrographia
Dostawca treści:: Biblioteka Nauki

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