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Wyszukujesz frazę "cone of depression" wg kryterium: Wszystkie pola


Wyświetlanie 1-3 z 3
Tytuł:
Hydrogeological investigations of river bed clogging at a river bank filtration site along the River Warta, Poland
Autorzy:
Przybyłek, J.
Dragon, K.
Kaczmarek, P. M. J.
Powiązania:
https://bibliotekanauki.pl/articles/94498.pdf
Data publikacji:
2017
Wydawca:
Uniwersytet im. Adama Mickiewicza w Poznaniu
Tematy:
cone of depression
dynamic water level changes
groundwater resources
lej depresji
dynamiczne zmiany poziomu wody
zasoby wód podziemnych
Opis:
River bank filtration (RBF) is a system that enriches groundwater resources by induced infiltration of river water to an aquifer. Problematic during operation of RBF systems is the deterioration of infiltration effectiveness caused by river bed clogging. This situation was observed in the Krajkowo well field which supplies fresh water to the city of Poznań (Poland) during and after the long hydrological drought between the years 1989 and 1992. The present note discusses results of specific hydrogeological research which included drilling of a net of boreholes to a depth of 10 m below river bottom (for sediment sampling as well as for hydrogeological measurements), analyses of grain size distribution and relative density studies. The results obtained have allowed the recognition of the origin of the clogging processes, as well as the documentation of the clogged parts of the river bottom designated for unclogging activities.
Źródło:
Geologos; 2017, 23, 3; 201-214
1426-8981
2080-6574
Pojawia się w:
Geologos
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Physical and water properties of arable soils located in the area of a predicted depression cone of Tomislawice lignite open-cast mine (central Poland)
Autorzy:
Kaczmarek, Z.
Gajewski, P.
Owczarzak, W.
Glina, B.
Wozniak, T.
Powiązania:
https://bibliotekanauki.pl/articles/905380.pdf
Data publikacji:
2017
Wydawca:
Uniwersytet Marii Curie-Skłodowskiej. Wydawnictwo Uniwersytetu Marii Curie-Skłodowskiej
Opis:
In this paper we presents the characteristics of selected physical and water properties of four arable soils situated within the range of the predicted depression cone of “Tomisławice” lignite open-cast mine. In the sampled soil material of undisturbed and disturbed structure following properties were determined: texture, particle density, bulk density, total porosity, hygroscopic moistures, maximal hygroscopic capacity, saturated hydraulic conductivity, potentials of water bonding in soil, total and readily available waters, total retention in the soil layers of 0-50 and 0-100 cm, drainage porosity and content of organic matter. Study soils were developed from sands, sandy loams and sapric peat material. All of the analyzed soil properties were determined by clay fraction or organic matter content in particular. In the most of the investigated soils high field water capacity and wide scopes of total and readily available water were recorded. Measured saturated hydraulic conductivity was typical for arable soils with similar origin. Study soils showed a precipitation water regime and probably won’t be exposed to drainage degradation caused by open-cast mine.
Źródło:
Polish Journal of Soil Science; 2017, 50, 2
0079-2985
Pojawia się w:
Polish Journal of Soil Science
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical three-dimensional model of airport terminal drainage system
Autorzy:
Strzelecki, M.
Powiązania:
https://bibliotekanauki.pl/articles/178280.pdf
Data publikacji:
2014
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
numerical modeling
drainage system
depression cone
modelowanie numeryczne
system odwodnienia
lej depresyjny
Opis:
During the construction of an airport terminal it was found that as a result of the hydrostatic pressure of underground water the foundation plate of the building had dangerously shifted in the direction opposite to that of the gravitational forces. The only effective measure was to introduce a drainage system on the site. The complex geology of the area indicated that two independent drainage systems, i.e., a horizontal system in the Quaternary beds and a vertical system in the Tertiary water-bearing levels, were necessary. This paper presents numerical FEM calculations of the two drainage systems being part of the airport terminal drainaged esign. The computer simulation which was carried out took into consideration the actual effect of the drainage systems and their impact on the depression cone being formed in the two aquifers.
Źródło:
Studia Geotechnica et Mechanica; 2014, 36, 1; 111-119
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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