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Tytuł:
Wydzielanie i charakterystyka frakcji pylastej (silt) w skałach mułowcowych zapadliska przedkarpackiego
Separation and characterization of the silt fraction in the mudstone rocks of the Carpathian Foredeep
Autorzy:
Łykowska, G.
Klaja, J.
Przelaskowska, A.
Zagórska, U.
Powiązania:
https://bibliotekanauki.pl/articles/1835264.pdf
Data publikacji:
2018
Wydawca:
Instytut Nafty i Gazu - Państwowy Instytut Badawczy
Tematy:
silt
frakcja pylasta
metody rozdrabniania skał
silt fraction
methods of fragmentation rocks
Opis:
Skały mułowcowe, pomimo że zawierają znacznie mniej minerałów ilastych niż iłowce, to na krzywych otworowych mają podobnypoziom radioaktywności, co istotnie utrudnia wydzielenie ich z analizowanego profilu litologicznego. Celem przedstawionych badań jest opracowanie metodyki pozwalającej na wydzielenie, charakterystykę i oszacowanie ilościowego udziału frakcji pylastej (silt) w skałach mułowcowych. Przetestowane zostały różne laboratoryjne metody rozdrabniania skał (kruszenie, zamrażanie, nasycanie solą glauberską) tak, aby uniknąć sztucznego utworzenia dodatkowego siltu (np. przez zbytnie rozkruszenie skały), jak i zaniżenia jego ilości (przez niedostateczne rozdrobnienie skały). Poszczególne frakcje ziarnowe zostały wydzielone w rozdrobnionym materiale skalnym metodą sitową (frakcja piaszczysta) oraz metodą wirowania (frakcja pylasta, frakcja ilasta). Następnie przeprowadzono dokładną charakterystykę mineralogiczną i petrofizyczną oraz dokonano oceny ilościowej wydzielonej frakcji pylastej. Wydzielenie frakcji pylastej badanych skał i uwzględnienie jej w modelach interpretacyjnych umożliwia rozróżnienie mułowców i iłowców w profilach otworów wiertnicznych zapadliska przedkarpackiego.
Mudstones, although they contain significantly less clay minerals than claystones, they exhibit similar levels of radioactivity on the well logs, which significantly impedes their distinction in the analyzed lithological profile. The aim of the study was to develop a methodology for separating, characterizing, and estimating the amount of silt fraction in mudstone rocks. Various laboratory methods of fragmentation (crushing, freezing, saturation with Glauber’s salt) have been tested to avoid both creating additional silt artificially (e.g. by over-crushing the rock), and underestimating of its amount (by insufficient fragmentation of rocks). The individual grain fractions were separated in the crushed rock material by the sieve (sand fraction) and centrifugation methods (silt fraction, clay fraction). Subsequently the detailed mineralogical and petrophysical characteristics and quantitative evaluation of the silt fraction were carried out. The separation of the silt fraction in the examined rock and its inclusion in the interpretation models will allow to distinguish between mudstones and claystones in the profiles of the Carpathian Foredeep boreholes.
Źródło:
Nafta-Gaz; 2018, 74, 4; 259-269
0867-8871
Pojawia się w:
Nafta-Gaz
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Critical undrained shear strength of loose-medium sand-silt mixtures under monotonic loadings
Autorzy:
Bensoula, M.
Missoum, H.
Bendani, K.
Powiązania:
https://bibliotekanauki.pl/articles/281810.pdf
Data publikacji:
2015
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
sand
silt
density
undrained
strength
Opis:
Empirical relationships are developed for estimating the undrained critical shear strength based on experimental triaxial tests under monotonic loadings. The effect of fines content on the undrained shear strength is analyzed for different combinations of density states. The parametric study indicates that in terms of the soil void ratio and fines content properties, the undrained critical shear strength may increase, or decrease as the amount of fines content increases, consequently showing vulnerability to liquefaction influenced by the fines content percentage. A series of monotonic undrained triaxial tests have been undertaken on a reconstituted saturated sand-silt mixtures specimen. Beyond 30% of fines content, it is shown that a fraction of silt participates in the soil skeleton chain force. In this context, the concept of the equivalent intergranular void ratio may be an appropriate parameter to express the critical shear strength of the soil under investigation. This parameter is able to control the undrained shear strength of non plastic silt and sand mixtures for different density states.
Źródło:
Journal of Theoretical and Applied Mechanics; 2015, 53, 2; 331-344
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Liquefaction Resistance of a Granular Soil Containing Some Admixtures of Fines
Autorzy:
Sawicki, A.
Mierczyński, J.
Mikos, A.
Sławińska, J.
Powiązania:
https://bibliotekanauki.pl/articles/241276.pdf
Data publikacji:
2015
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
liquefaction
admixtures of silt
triaxial investigations
Opis:
The paper deals with the mechanics of sand with some admixtures of fines. The basic question is whether such admixtures are liquefiable or not. Experimental results show that admixtures of fines do not essentially influence the liquefaction susceptibility of granular soils. The original experimental investigations support this conclusion.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2015, 62, 1-2; 53-64
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Porosity and water useful for plants in Luvisols created from sandy silt and silt
Autorzy:
Witkowska-Walczak, B.
Turski, M.
Powiązania:
https://bibliotekanauki.pl/articles/25087.pdf
Data publikacji:
2004
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
silt
sandy-silt
pore size
soil
development
crop yield
plant growth
porosity
water regime
distribution
water balance
Źródło:
International Agrophysics; 2004, 18, 2
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Impact of a Used Stabiliser on the California Bearing Ratio of the Clayey-Sandy Silt
Autorzy:
Kamińska, K.
Cholewa, M.
Moskwik, K.
Powiązania:
https://bibliotekanauki.pl/articles/952365.pdf
Data publikacji:
2017
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
stabiliser
California Bearing Ratio
clayey-sandy silt
Opis:
The paper aimed at the determination of the California Bearing Ratio of a stabilised and unstabilised fine-grained mineral soil. A clayey-sandy silt with the addition of 3, 6 and 10% of road stabilisers Solidex and Solidex A was used for the tests. The tests were carried out in the press Tritech 50 at the loading of 22 and 44 N. The stabilised samples were subjected to 7-days treatment, whereas unstabilised 4-days treatment. Stabilization with the applied road binders brought positive effects, there occurred a significant improvement in the mechanical properties of the clayey-sandy silt. The better binder, which significantly increased the value of the CBR ratio, was Solidex A. The use of hydraulic binders is of a great importance in road building, because their addition improves the mechanical properties of weaker mineral soils.
Źródło:
Journal of Ecological Engineering; 2017, 18, 1; 154-158
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Efficiency comparison of mixture formulations in the stabilisation/solidification of the loess silt contaminated with zinc in terms of mechanical properties
Autorzy:
Lal, Agnieszka
Fronczyk, Joanna
Franus, Małgorzata
Powiązania:
https://bibliotekanauki.pl/articles/27314384.pdf
Data publikacji:
2023
Wydawca:
Politechnika Lubelska. Wydawnictwo Politechniki Lubelskiej
Tematy:
loess silt
alternative binder
activator
unconfined compressive strength
Opis:
The effectiveness of various types of binders in stabilizing/solidifying (S/S) contaminated soils is strongly dependent on the type of soil and contaminants present. The literature abounds with studies of stabilisation/solidification of clayey soils, which provides a background for initial assumptions in design of the method application for contamination of this type of soil. However, studies on the stabilisation/solidification of loess silt contaminated with heavy metals are not available. Filling this deficiency is important in order to ensure the rapid adoption of the most effective remedies in case of contamination and their immediate implementation in the subsoil. This paper has enabled the determination of the most effective mixture among the examined for the remediation of loess silt contaminated with zinc in terms of compressive strength. Strengths were determined with the implementation of 30% Portland cement (2.63 MPa), 30% of fly ash-cement mixture (2.21 MPa), an incinerated sewage sludge ash-cement mixture (0.93 MPa) and mixtures in which cement was replaced by an MgO activator (0.18 MPa for fly ash and 0.63 MPa for incinerated sewage sludge ash). In addition, the determination of strength was carried out for samples containing a mixture of fly ash, activator and cement (0.26 MPa) and incinerated sewage sludge ash, activator and cement (0.26 MPa), with weight ratios of 5:4:1 respectively. In summary, fly ash and cement in a 2:1 ratio can be considered the most effective binding mix in terms of unconfined compressive strength increase.
Źródło:
Budownictwo i Architektura; 2023, 22, 1; 25--35
1899-0665
Pojawia się w:
Budownictwo i Architektura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of randomly oriented fibres on shear strength of mineral soils
Autorzy:
Zydroń, T.
Gruchot, A.
Konat, P.
Powiązania:
https://bibliotekanauki.pl/articles/971477.pdf
Data publikacji:
2019
Wydawca:
Uniwersytet Marii Curie-Skłodowskiej. Wydawnictwo Uniwersytetu Marii Curie-Skłodowskiej
Tematy:
shear strength
fibre reinforcement
reinforced sand
reinforced clayey silt
Opis:
The purpose of the paper was to determine two things: the influence of type and amount of reinforcement on shear strength of soil and the relation between the efficiency of reinforcement and soil moisture content. Shear strength was determined in a direct shear apparatus in a box with a square section of 80x80 mm. The range of normal stress was from 25 to 150 kPa and the shear velocity was 1.0 mm×min⁻¹. The tests were carried out on medium sand and clayey coarse silt at two moisture contents and with two types of reinforcement - polyolefine fibres and 40x3 mm foil stripes. The addition of reinforcement was 0.5 and 1.0% in relation to the dry mass of soil. Test results indicated that using polyolefine fibres as dispersed reinforcement in a sandy soil increased its shear strength. Whereas the influence of using foil stripes on shear strength was little. However, using both types of reinforcement in a cohesive soil increased its shear strength and this influence was particularly clear at higher moisture content.
Źródło:
Polish Journal of Soil Science; 2019, 52, 2; 235-246
0079-2985
Pojawia się w:
Polish Journal of Soil Science
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Assessment of the Prospects of Application of Sewage Sludge from Lviv Wastewater Treatment Plants for the Purpose of Conducting the Biological Reclamation
Autorzy:
Vankovyсh, Dmytro
Bota, Oleh
Malovanyy, Myroslav
Odusha, Mykola
Tymchuk, Ivan
Sachnyk, Iryna
Shkvirko, Oksana
Garasymchuk, Vasyl
Powiązania:
https://bibliotekanauki.pl/articles/1839083.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
sewage sludge
monitoring
agroecological research
heavy metals
silt field
Opis:
The prospects of using the sewage sludge from Lviv wastewater treatment plants for biological reclamation was assessed. On the basis of the results of the monitoring of the qualitative and quantitative composition of sewage sludge accumulated in silt fields, the dependences of the distribution of sanitary-microbiological and ecological-chemical characteristics of the accumulated sludge were investigated. Agroecological laboratory studies on estimating the possibility of using sewage sludge in a mix with natural sorbents as a substrate for cultivation of plants was carried out.
Źródło:
Journal of Ecological Engineering; 2021, 22, 2; 134-143
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Physical properties, permeability and retentiveness of silt loam and its composites with sand for constructing carrying layer of a football field
Autorzy:
Kowalik, T.
Rajda, W.
Powiązania:
https://bibliotekanauki.pl/articles/123727.pdf
Data publikacji:
2014
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
silt loam
composites
water permeability
retention of soil
water availability
Opis:
Physical and water properties of silt loam from the area of planned football field were tested and compared with analogous properties of several composites made in laboratory conditions from the collected material with a dominant sand share. The research was conducted in a view of silt loam and its composites usefulness for constructing a carrying layer of football fields. Water permeability of silt loam and composites, as well as retention abilities were tested. The created composites met the water permeability requirements specified by DIN 18035 standard for constructing carrying layer of football fields. On the other hand, silt loam without sand admixture did not meet the requirements, but revealed a high retention capacity and water availability to plants. Among the composites the best retention capacity characterised the mixtures with the biggest content of silt loam, but the best water availability was registered in composites with medium content of silt loam from the football field area. The obtained results may be useful for more precise determination of the standards for grain size distribution of the composites used for constructing the carrying layer of a football field.
Źródło:
Journal of Ecological Engineering; 2014, 15, 4; 37-45
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of soil fabrics and stress state on the undrained instability of overconsolidated binary granular assemblies
Autorzy:
Mahmoudi, Y.
Taiba, A. C.
Hazout, L.
Baille, W.
Belkhatir, M.
Powiązania:
https://bibliotekanauki.pl/articles/178902.pdf
Data publikacji:
2018
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
instability line
dry funnel pluviation
wet deposition
overconsolidation ratio
sand-silt mixtures
Opis:
The instability of saturated granular soils in field conditions generates drastic collapse in terms of runoff deformation because of its failing to sustain naturally applied loading conditions such as earthquakes, wave actions and vibrations. The objective of this laboratory investigation is to study the effects of the depositional methods, overconsolidation ratio (OCR) and confining pressure on the undrained instability shear strength of medium dense (Dr = 52%) sand-silt mixtures under static loading conditions. For this purpose, a series of undrained monotonic triaxial tests were carried out on reconstituted saturated silty sand samples with fines content ranging from 0% to 40%. Three confining pressures were used (P’c = 100, 200 and 300 kPa) in this research. The sand-silt mixture samples were prepared using two depositional methods, dry funnel pluviation (DFP) and wet deposition (WD), and subjected to two OCRs (1 and 2). The obtained instability lines and friction angles indicate that the funnel pluviated samples exhibit strain hardening compared to the wet deposited samples and that normally consolidated and overconsolidated wet deposited clean sandy samples were very sensitive to static liquefaction. The test results also indicate that the instability friction angle increases with the increase in the OCR expressing soil dilative character tendency increase. The instability friction angle decreases with the increase in the fines content for DFP and the inverse tendency was observed in the case of WD.
Źródło:
Studia Geotechnica et Mechanica; 2018, 40, 2; 96-116
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Holocene Lake sediments as a source of building material in ancient egypt; archeometric evidence from Wadi Tumilat (Nile Delta)
Autorzy:
Welc, Fabian
Zaremba, Małgorzata
Trzciński, Jerzy
Powiązania:
https://bibliotekanauki.pl/articles/2026014.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
clay-silt-sand-gravel
mud bricks
fortress walls
open-pit mine
climate changes
Opis:
The Tell el-Retaba archaeological site is located in the middle part of Wadi Tumilat, which extends along the north-eastern margin of the Nile Delta. It contains fragments of fortified and domestic objects of the ancient fortress and other constructions built of mud bricks. The establishment and functioning of the fortress is dated at the times of the reign of two great pharaohs, Ramesses II and Ramesses III (13th and 12th centuries BC). The grain size composition of the sediments used for mud brick production had significant influence on their physical and mechanical properties, which was used by the ancient Egyptians for the improvement of bricks. The finest fractions, clay and silt, which generally comprise clay minerals and organic matter played a significant role. These components significantly influenced the mud brick properties and resulted in a structural cohesion of the material. The second important component of mud bricks were coarse fractions – sand and gravel. The source of material used for brick production were the natural sediments located in the vicinity of the fortress, i.e. the Holocene lake clay and the Pleistocene gravel and sand of the gezira formation, deposited by a braided river. Clay sediments have a variable lithology as can be deduced from grain size composition of mud bricks and their properties. This variability was caused by a variable regime of the Nile, which supplied material to the lake basin. Geological studies were used to recognize ancient environment and morphology of the area, and to find clay, sand and gravel open-pits that existed in the area. The fortress site was selected optimally in relation to the landscape morphology and close vicinity of the source of basic material and water used for mud brick production. The area around the fortress was substantially transformed by humans due to settlement.
Źródło:
Studia Quaternaria; 2017, 34; 109-118
1641-5558
2300-0384
Pojawia się w:
Studia Quaternaria
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Geomorphological conditions of water-air properties in the silt soils from the edge zone of the Carpathian Foothills
Autorzy:
Klimek, M
Zaleski, T.
Niemyska-Lukaszuk, J.
Powiązania:
https://bibliotekanauki.pl/articles/1401888.pdf
Data publikacji:
2000
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
Carpathian foot-hills
retention
air property
geomorphology
soil
relief
water property
condition
porosity
silt soil
Opis:
In this paper an attempt to estimate the influence of the relief on the selected physical soil properties from the edge zone of the Carpathian Foothills has been presented.Differentiation of water-air properties related to the location on the slope was evaluated.It results from, both, the main soil forming process-lessivage, erosion and accumulative changes in the morphology of the soil profile.Soils lessives situated on tops and slopes less prone to erosion are characterised by deeper eluvial horizons - luvic with a higher total porosity and water retention in comparison to illuvial horizons - argillic. Eroded lessivé soils occur on the slopes prone to erosion with the argillic horizon outeropped to the surface which determins their properties in the whole soil profile, first of all, their porosity is low and they have a limited capacity for water retention. Gley soils occur in the valley bottoms and synclines of slopes. They arc characterised by higher total porosity and retention in the whole profile in comparison to the lessivé soils.
Źródło:
Acta Agrophysica; 2000, 35; 93-98
1234-4125
Pojawia się w:
Acta Agrophysica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Metodyka określania koncentracji pierwiastków promieniotwórczych frakcji pylastej wydzielonej z przedkarpackich utworów mioceńskich
Methodology for defining the concentration of radioactive elements in the silt fraction separated from Carpathian Foredeep Miocene formations
Autorzy:
Skupio, Rafał
Łykowska, Grażyna
Powiązania:
https://bibliotekanauki.pl/articles/1834054.pdf
Data publikacji:
2020
Wydawca:
Instytut Nafty i Gazu - Państwowy Instytut Badawczy
Tematy:
silt
promieniowanie gamma
miocen
naturalna promieniotwórczość skał
radiometria
gamma ray
Miocene
natural radioactivity in rocks
radiometry
Opis:
The research was performed on seven samples of Miocene rocks collected from the core. The selected material was represented by sandstones, mudstones and claystones. The main goal of the work was to separate the silt fraction and to determine its impact on the level of radioactivity of the Miocene rocks of the Carpathian Foredeep. In this study, the silt fraction separation method developed in the Well Logging Department of INiG – PIB was used. Wentworth classification was used to determine the size of the silt, assuming its range from 4 to 63 µm. The selected rock material was prepared in several stages using the methods of freezing, sieving, centrifugation and sedimentation. Additional tests, including mineralogical XRD, chemical XRF and matrix density measurements were performed to determine the rock types and their properties. A number of radiometric tests were performed to determine the content of natural radioactive elements. The analyses were carried out on a small number of tests because of their long preparation and limited material availability. Reliable determination of the parameters of individual grain fractions required verification and improvement of the applied research methods. Radiometric measurements determining the natural content of potassium 40K, uranium 238U and thorium 232Th were carried out in the RT-50 equipped with a three-inch NaI(Tl) crystal. In the first place, standard analyses were conducted for dried and crushed samples of Miocene claystones, mudstones and sandstones. Further measurements were made on the separated silt fraction and in the case of one sample, also on the remaining fractions (clay and sand). In this case, the analyses were carried out repeatedly using a new procedure enabling the determination of radioactive elements in low-mass samples. The results of the work allowed approximate determination of the natural gamma radioactivity of the silt. An important conclusion is that, silt is no more radioactive than the other components of the rock. This paper also attempted the estimation of the impact of heavy mineral content on the natural radioactivity of the Miocene rocks. For tests purpose, minerals with a density above 2.85 g/cm3 were separated from the rock samples and a series of analyses were carried out once again. The obtained results were minimally understated but close enough to the samples before separation. It can be concluded that the heavy minerals in the tested samples do not affect the total radioactivity of the rocks in the research area.
Źródło:
Nafta-Gaz; 2020, 76, 10; 679-687
0867-8871
Pojawia się w:
Nafta-Gaz
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Denitrification, organic matter and redox potential transformations in Cambisols
Autorzy:
Wlodarczyk, T.
Stepniewska, Z.
Brzezinska, M.
Powiązania:
https://bibliotekanauki.pl/articles/24127.pdf
Data publikacji:
2003
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
clay
silt
organic matter
greenhouse gas
Polska
sand
denitrification
loess
soil respiration
flood condition
redox potential
Źródło:
International Agrophysics; 2003, 17, 4
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Annual variations of soil erodibility of silt loam developed from loess based on 10-years runoff plot studies
Zróżnicowanie wartości rocznych czynnika podatności na erozję gleby pyłowej wytworzonej z lessu na podstawie 10-letnich badań poletkowych
Autorzy:
Rejman, J.
Brodowski, R.
Iglik, I.
Powiązania:
https://bibliotekanauki.pl/articles/81739.pdf
Data publikacji:
2008
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
annual variation
soil erodibility
silt loam
loess
erosion prediction
Polska
Lublin Upland
climate condition
soil condition
erosion risk
Opis:
Results of 10-years runoff plot experiments carried out on two sites of the Lublin Upland were presented. Despite similar soils and climatic conditions, studies showed large differences in annual soil erodibility (K factor of the USLE) between both sites. Experimentally derived values of the factor were dependent on tillage direction and time of maintaining runoff-plots in fallow conditions. On a site cultivated in contour direction, 4-year period was insufficient to achieve K values similar to the predicted values from the USLE. In contrast to this, on a site cultivated up-down slope, similar experimental and predicted K values were obtained after 2 years and remained at the same level during next 4 years. Results enabled to identify limitations of the USLE application for erosion prediction in Poland. Studies proved that soil erodibility could be used for prediction of erosion risk for silt loam developed from loess. However, application of soil erodibility approach to the event–base models is questionable for variation of K factor in the initial years. As far, the factors affecting soil erodibility changes are not recognized and need further research.
Koncepcja podatności gleby na erozję, zaproponowana w modelu USLE i wiążąca zespół parametrów glebowych z czynnikiem erozyjności opadu i spływu powierzchniowego, znajduje zastosowanie w wielu modelach prognozujących erozję wodną. W pracy przedstawiono wyniki 10-letnich badań poletkowych prowadzonych na dwóch obiektach Wyżyny Lubelskiej. Pomimo podobnych warunków klimatycznych, badania wykazały duże zróżnicowanie podatności lessowej gleby pyłowej na erozję (czynnika K modelu USLE). Stwierdzono, że różnice te były związane z kierunkiem uprawy roli oraz czasem utrzymywania poletek w stanie czarnego ugoru. Na obiekcie z uprawą w poprzek spadku zbocza, 4-letni okres utrzymywania w czarnym ugorze poletek okazał się niewystarczający do osiągnięcia wartości K zbliżonych do wartości prognozowanych z USLE. Na obiekcie z uprawą wzdłuż spadku zbocza, wartości eksperymentalne zbliżone do prognozowanych uzyskano po dwóch latach i utrzymywały się one na podobnym poziomie przez następne 4 lata. Uzyskane wyniki dowiodły, że podatność gleby na erozję może być wykorzystana do wyznaczenia obszarów potencjalnego zagrożenia erozją wodną w Polsce, które odzwierciedlałyby rzeczywisty stan zagrożenia gleb pozostających w słabej kulturze rolnej. Brak rozpoznania przyczyn zróżnicowania podatności gleby na erozję w okresie do osiągnięcia jej stabilizacji ogranicza możliwość wykorzystania czynnika K w modelach symulujących pojedyncze zdarzenia erozyjne. Nieuwzględnienie w tych modelach aktualnej wartości podatności gleby na erozję prowadzi do przeszacowania prognozowanych wielkości erozji. Określenie czynników warunkujących zróżnicowanie podatności gleby na erozję wymaga dalszych badań.
Źródło:
Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation; 2008, 39
0208-5771
Pojawia się w:
Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 25

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