Search results for "Slope"

showing 10 items of 141 documents

Early warning thresholds for partially saturated slopes in volcanic ashes

2013

Rainfall-induced landslides in steep soil slopes of volcanic origin are a major threat to human lives and infrastructure. In the context of constructing early warning systems in regions where extensive data on landslide occurrences and associated rainfall are inexistent, physically-based tools offer the possibility to establish thresholds for measurable field quantities. In this paper, a combined finite element infinite slope model is presented to study the transient hydraulic response of volcanic ash slopes to a series of rainfall events and to estimate seasonal safety factors. Furthermore, analytical considerations of partially saturated infinite slopes are made to define capillary stress…

geographygeography.geographical_feature_categorySeepage analysiWarning systemComputer Science Applications1707 Computer Vision and Pattern RecognitionContext (language use)Partially saturatedLandslideGeotechnical Engineering and Engineering GeologyComputer Science Applicationsearly warning thresholdseepage analysisPartially saturated soilslope stabilityVolcanorain infiltrationSlope stabilityvolcanic ashEarly warning systemGeomorphologyGeologyVolcanic ash
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Variable scale effects on hillslope soil erosion during rainfall-runoff processes

2021

Abstract The variation of soil erosion across scales remains a controversial issue. A theoretical framework, coupling the normalized Green-Ampt equation for infiltration, 1D kinematic wave model for overland flow, and WEPP erosion modeling approaches for soil erosion, was used to explain and quantify the direct effect of scale on the soil erosion process. The results show that the relation between interrill erosion and slope length accords with a power-law decreasing trend, while the relation of rill erosion versus slope length shows a power-law increasing trend. Moreover, the power-law scaling of interrill erosion becomes more prominent with an increase of rainfall duration and intensity b…

geographygeography.geographical_feature_categorySoil scienceSoil typeInterrill and rill erosionWEPPScalingUSLE/RUSLEKinematic waveRillInfiltration (hydrology)UpscalingErosionEnvironmental scienceSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliWEPPSurface runoffSediment transportEarth-Surface ProcessesSlope length
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Modeling the hydrological and mechanical effect of roots in shallow landslide analysis

2015

The additional cohesion exercised by vegetation roots (cr) provides an important contribution to the slope stability. This study proposes a methodology for estimating the cr term in a hillslope landslide analysis within a coupled ecohydrological-stability model. The coupled model simulates the spatial distribution and temporal dynamics of the Factor of Safety (FS) as a function of soil moisture dynamics, by taking into account the hydrological effects of vegetation through the root water uptaking. The additional mechanical root cohesion is estimated in a Fiber Bundle Model framework that allows for the evaluation of the root strength as a function of stress-strain relationships of populatio…

hillslope instabilityvegetation root cohesionSettore ICAR/02 - Costruzioni Idrauliche E Marittime E Idrologiahillslope instability; vegetation root cohesion; hydrological modelling; physically-based modelshydrological modellingphysically-based models
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Hydrological and mechanical effects of roots in shallow landslide analysis: A physically-based approach

2015

This study provides the first insights of a methodology for estimating the additional cohesion exercised by vegetation roots in a hillslope landslide analysis within a coupled ecohydrological-stability model. The existing coupled system is able to simulate the spatial distribution and temporal dynamics of Factor of Safety (FS) as a function of soil moisture dynamics. The model takes into account the hydrological effects of vegetation which, through the root water uptaking, contributes in reducing the soil water content and, thus, in increasing the slope stability. The additional mechanical root cohesion is estimated in a Fiber Bundle Model (FBM) framework that allows for the evaluation of t…

hillslope instabilityvegetation root cohesionSettore ICAR/02 - Costruzioni Idrauliche E Marittime E Idrologiahydrological modellingphysically-based models
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A model of dunnian flow at hillslope scale

2005

The development of a thin stream above the soil surface (overland flow) is associated to two mechanism of runoff generation on the hillslope: the infiltration excess (hortonian flow) and saturation excess (dunnian flow) mechanism. The first one is typical of arid and semi-arid regions, usually characterised by high rainfall intensities on soil exhibiting low permeability. The second one, firstly introduced by Hewlett and Hibbert, constitutes the main mechanism of runoff generation in humid regions, characterised by high groundwater table. In the last mechanism runoff is produced by contributing areas of restricted extent that expands with time, where near to the bottom of the hillslope a hi…

hillslope scale Hortonian and Dunnian flow Soil Saturation excessSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestali
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Hillslope degradation in representative Italian areas. Just soil erosion risk or opportunity for development?

2018

In recent years, much research have dealt with the impact of human and climate change on the morpho-evolution of Mediterranean catchments characterized by high ecological and cultural value. In this paper, we speculated how humans can influence hillslope degradation by reviewing the relationships between denudation processes and land use changes in some representative areas located in different Italian regions (i.e., Liguria, Tuscany, Basilicata, and Sicily). The selected study cases are characterized by different climatic and geological features, land use, and land management and can be considered indicative of the hillslope degradation issues that affected the Apennines during the last ce…

human impact010504 meteorology & atmospheric sciences2300Settore GEO/04 - Geografia Fisica E GeomorfologiaSoil Sciencebadlandbadlandshillslope degradationDevelopment010502 geochemistry & geophysics01 natural sciencesgeomorphological riskterraced landscapeGeographyEnvironmental protectionDegradation (geology)Environmental ChemistryDevelopment3304 EducationSettore GEO/05 - Geologia Applicatabadlands; geomorphological risk; hillslope degradation; human impact; terraced landscapebadlands hillslope degradation human impact geomorphological risk terraced landscape0105 earth and related environmental sciencesGeneral Environmental Science
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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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Effects of the foot evolution on the behaviour of slow-moving landslides

2011

The paper presents a time-dependent 2D numerical model which has been developed with the purpose of highlighting the effects of the slope foot evolution on the behaviour of slow-moving landslides. The model allows to quantitatively analyse how foot mass variations can influence the stability and the movement rates of the landslide. The landslide body is modelled as composed of two rigid blocks sliding on two different planes and interacting through a common boundary, which position is assumed fixed during the analysis. A finite difference approach is used to discretize the time. For each time increment, changes in model parameters are allowed, including variations in shearing resistances, g…

landslidesShearing (physics)Motion analysisSafety factorDiscretizationComputer simulationFinite differenceGeologyLandslideMechanicserosionGeotechnical Engineering and Engineering GeologyMotion analysiTranslational slideSlope stabilityToe erosionviscosityGeotechnical engineeringGeologyBlock modelEngineering Geology
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Dieta del delfín de Risso (Grampus griseus) en el Mediterráneo occidental

2006

DIETA DEL DELFÍN DE RISSO (GRAMPUS GRISEUS) EN EL MEDITERRÁNEO OCCIDENTAL. – Se ha analizado el contenido gastrointestinal de quince ejemplares de Grampus griseus varados en el Mediterráneo occidental entre 40º25’N 00º32’W y 37º35’N 00º45’E durante el período 1987 a 2003. Los resultados indican una dieta teutófaga, basada principalmente en cefalópodos oceánicos destacando los octópodos pelágicos, especialmente Argonauta argo, como la presa más abundante (media = 41,28%; SD±34,32). Algunas especies pertenecientes a las familias mmastrephidae, Histioteuthidae y Onychoteuthidae son también componentes frecuentes de la misma. La distribución batimétrica de los cefalópodos indica que el área de …

lcsh:SH1-691CephalopodsCetáceoSH1-691CetaceanGrampus griseus ; Cetáceo ; Cefalópodos ; Dieta ; Talud ; MediterráneocephalopodsMediterranean:CIENCIAS DE LA VIDA [UNESCO]lcsh:Aquaculture. Fisheries. AnglingDietSlopeCefalópodoscetaceanAquaculture. Fisheries. AnglingGrampus griseus ; Cetacean ; Cephalopods ; Diet ; Slope ; MediterraneanUNESCO::CIENCIAS DE LA VIDAslopeDietaMediterráneodietGrampus griseusTaludScientia Marina
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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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