Search results for "slopes"

showing 6 items of 16 documents

1400 years of man-environment interactions and soil evolution in the Saint-Mont mountain (Remiremont, Vosges)

2021

International audience; The SolHoM(a) project aims at determining the degree of landscape anthropisation in the Fossard massif (Remiremont, Vosges, France) by estimating the impact of past human occupations on current soils. Nowadays, a forest covers this relatively inhospitable mountain (hard climate, steep slopes, acid soils ...), but some remains suggest human presence for at least 1400 years.The Saint-Mont is a variscan orogenic granitic summit (height 672m) with valuable preserved archaeological relics, located south of the Fossard. At the top was founded the monasterium Habendum (from the 7th century to the French Revolution), which potentially comes after a late-antic castrum.Further…

anthropisation gradientgeographers[SHS.ARCHEO] Humanities and Social Sciences/Archaeology and Prehistory[SDU.STU.GM] Sciences of the Universe [physics]/Earth Sciences/Geomorphologypedology[SHS.ARCHEO]Humanities and Social Sciences/Archaeology and PrehistoryLiDAR data analysissteep slopes[SDV.SA.SDS]Life Sciences [q-bio]/Agricultural sciences/Soil studyarchaeologists[SDE.ES]Environmental Sciences/Environmental and Society[SDU.ENVI] Sciences of the Universe [physics]/Continental interfaces environmentarcheologyA relatively inhospitable mountain: -hard climate-nowadays covered by forests. Joint work involving soil scientists[SDE.ES] Environmental Sciences/Environmental and Society[SDU.STU.GM]Sciences of the Universe [physics]/Earth Sciences/Geomorphology[SDV.SA.SDS] Life Sciences [q-bio]/Agricultural sciences/Soil studygeologists and computer scientists[SDU.ENVI]Sciences of the Universe [physics]/Continental interfaces environmentVosges mountains-on acid soils developed from a granitic rock
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Overland flow generation on hillslopes of complex topography: analytical Solutions

2007

The analytical solution of the overland flow equations developed by Agnese et al. (2001; Hydrological Processes15: 3225–3238) for rectangular straight hillslopes was extended to convergent and divergent surfaces and to concave and convex profiles. Towards this aim, the conical convergent and divergent surfaces are approximated by a trapezoidal shape, and the overland flow is assumed to be always one-dimensional. A simple ‘shape factor’ accounting for both planform geometry and profile shape was introduced: for each planform geometry, a brachistochrone profile was obtained by minimizing a functional containing a slope function of the profile. Minima shape factors are associated with brachist…

brachistochroneRegular polygonGeometryConical surfaceFunction (mathematics)analytical solutionMaxima and minimaoverland flowSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestaliconvergent and divergent hillslopeShape factorDivergence (statistics)Surface runoffoverland flow; convergent and divergent hillslopes; concave and convex profiles; analytical solution; brachistochroneconcave and convex profileBrachistochrone curveGeologyWater Science and Technology
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Climate change of Benin for the period 1950-2010 and its impact on surface water.

2016

6 pages; International audience; In West Africaand Benin in particular, variability / climate change affects the availability of surface water resources. Thus,this study aims to analyze the rainfall field of Benin from the fifty three (53) meteorological stations from 1950to 2010 and to detect the rainfall amounts and the average temperature of six synoptic stations and thehydrometric stations of Niger river in, Benin, Pendjari, Ouémé, Mono and Couffo. From the analysis a trend ofdeclining precipitation and of rising temperatures have been highlighted. This decrease is more pronounced inthe Sudanese area (north of 8 ° N) and in the sub-equatorial area (south of 8 ° N). This decrease of prec…

climatressources en eau de surfacelarge basins-slopesgrands bassins-versantssurface water resourcestendance[SDU.STU.CL] Sciences of the Universe [physics]/Earth Sciences/Climatologytrend[SDU.STU.CL]Sciences of the Universe [physics]/Earth Sciences/Climatology[SDU.STU.HY] Sciences of the Universe [physics]/Earth Sciences/HydrologyBenin[ SDU.STU.CL ] Sciences of the Universe [physics]/Earth Sciences/Climatology[SDU.STU.HY]Sciences of the Universe [physics]/Earth Sciences/Hydrology[ SDU.STU.HY ] Sciences of the Universe [physics]/Earth Sciences/Hydrologyclimate
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La resistenza di interfaccia calcestruzzo poroso-terreni a grana fina per il consolidamento di pendii mediante trincee drenanti profonde

2022

Le trincee drenanti profonde rappresentano uno dei metodi più efficaci per la mitigazione del rischio da frana, in pendii con falda idrica. Esse sono realizzate mediante pannelli o pali secanti. Il riempimento è costituito di calcestruzzo poroso o materiale granulare. Se le trincee sono adeguatamente “innestate” nel terreno stabile e il materiale di riempimento ha sufficiente resistenza e rigidezza come il calcestruzzo poroso, si ha ulteriore in-cremento di resistenza a taglio per effetto shear keys, oltre a quello derivante dalla riduzione delle pressioni in-terstiziali. L’incremento di resistenza è dovuto sia alla resistenza all’interfaccia calcestruzzo–terreni sia a quella intrinseca del…

interface shear strengthPervious concreteSettore ICAR/07 - Geotecnicashear keys effect. Pervious concrete for deep trench drains used to stabilise slopes must simultaneously satisfy many requirements namely adequate hydraulic conductiv-ity adequate shear strength a few days after pour-ing capacity to act as a protective filter for soils in which the drain is installed good resistance to clog-ging and adequate residual hydraulic conductivity. The pervious concrete with appropriated mix-design can effectively satisfy all the abovementioned requirements. If the trenches depth is such that they intersect the sliding surface and if the trenches are adequate-ly "socket" in the layers of stable soil there is a fur-ther increase in shear strength due to the shear keys effect. This latter is in addition to the increase in shear strength resulting from the reduction of inter-stitial pressures that remains the principal scope of the draining trenches. Obviously the increase of shear strength due to the shear keys effect occurs if the trenches are filled with material that have enough strength and stiffness such as the porous concrete. In this case the beneficial effects of the draining trenches on stability are also due to the resistance at the concrete interface of the trench - soils and to the intrinsic resistance of the concrete at the area of the trench intersected by the sliding surface taken into consideration.The increase in resistance due to the shear keys effect can be very significant in relation to the thickness and interspace of the trenches. Results reported in the paper demonstrated that the interface fine grained soil-pervious concrete is higher than the residual shear strength of the soil.
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Estimating Human Impacts on Soil Erosion Considering Different Hillslope Inclinations and Land Uses in the Coastal Region of Syria

2020

Soils in the coastal region of Syria (CRoS) are one of the most fragile components of natural ecosystems. However, they are adversely affected by water erosion processes after extreme land cover modifications such as wildfires or intensive agricultural activities. The main goal of this research was to clarify the dynamic interaction between erosion processes and different ecosystem components (inclination, land cover/land use, and rainy storms) along with the vulnerable territory of the CRoS. Experiments were carried out in five different locations using a total of 15 erosion plots. Soil loss and runoff were quantified in each experimental plot, considering different inclinations and land u…

lcsh:TD201-500soil erosionlcsh:Hydraulic engineeringlcsh:Water supply for domestic and industrial purposesSyriahillslopeslcsh:TC1-978soil managementland cover changesWater
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Kahden tunnin lajinomaisen harjoittelun vaikutukset väsymykseen ja reaktiovoimat suksislopestylessä

2017

slopestylevoimantuotto (fysiologia)reaktiovoimaväsyminen
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