Search results for "Flow"

showing 10 items of 5185 documents

Predicting storm-triggered debris flow events: application to the 2009 Ionian Peloritan disaster (Sicily, Italy)

2015

Abstract. The main assumption on which landslide susceptibility assessment by means of stochastic modelling lies is that the past is the key to the future. As a consequence, a stochastic model able to classify past known landslide events should be able to predict a future unknown scenario as well. However, storm-triggered multiple debris flow events in the Mediterranean region could pose some limits on the operative validity of such an expectation, as they are typically resultant of a randomness in time recurrence and magnitude and a great spatial variability, even at the scale of small catchments. This is the case for the 2007 and 2009 storm events, which recently hit north-eastern Sicily …

lcsh:GE1-350MeteorologyStochastic modellinglcsh:QE1-996.5lcsh:Geography. Anthropology. RecreationLandslideStormDebrislcsh:TD1-1066Debris flowlcsh:Geologylcsh:GGeneral Earth and Planetary SciencesSpatial variabilityPhysical geographylcsh:Environmental technology. Sanitary engineeringDigital elevation modelScale (map)Earth and Planetary Sciences (all)lcsh:Environmental sciencesGeologyNatural Hazards and Earth System Sciences
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Discharge estimation combining flow routing and occasional measurements of velocity

2011

A new procedure is proposed for estimating river discharge hydrographs during flood events, using only water level data at a single gauged site, as well as 1-D shallow water modelling and occasional maximum surface flow velocity measurements. One-dimensional diffusive hydraulic model is used for routing the recorded stage hydrograph in the channel reach considering zero-diffusion downstream boundary condition. Based on synthetic tests concerning a broad prismatic channel, the “suitable” reach length is chosen in order to minimize the effect of the approximated downstream boundary condition on the estimation of the upstream discharge hydrograph. The Manning’s roughness coefficient is calibra…

lcsh:GE1-350Meteorologyflow routing modelslcsh:TDischargelcsh:Geography. Anthropology. RecreationExtrapolationHydrographRating curveGeodesylcsh:Technologylcsh:TD1-1066hydraulic modelSettore ICAR/01 - IdraulicaRouting (hydrology)lcsh:GFlow velocityStage (hydrology)Discharge measurementlcsh:Environmental technology. Sanitary engineeringDischarge measurement; hydraulic models; flow routing modelslcsh:Environmental sciencesGeologyFlow routingHydrology and Earth System Sciences
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Numerical investigation on water exchange of shale samples

2020

Interest in the hydraulic and mechanical characterization of shales has grown in recent years, because of their application in the context of energy geotechnics. In the frame of nuclear waste disposal shales are considered as host formations for the placements of nuclear waste at high depths. In the frame of hydrocarbon production they are considered as unconventional reservoirs, from which extracting natural gas. Understanding how fluids flow through shales is then a key aspect for both fields of application. This paper focuses on the analysis of the transport of water vapour through laboratory samples. After reviewing the balance and flow laws that govern the transport of fluid in unsatur…

lcsh:GE1-350Petroleum engineeringbehaviorbusiness.industry0211 other engineering and technologiesRadioactive waste020101 civil engineeringContext (language use)02 engineering and technologyopalinus clay0201 civil engineeringVolumetric flow rateGeotechnicsNatural gasPorous mediumbusinessWater contentOil shalelcsh:Environmental sciencesGeology021101 geological & geomatics engineeringE3S Web of Conferences
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Estimation of synthetic flood design hydrographs using a distributed rainfall–runoff model coupled with a copula-based single storm rainfall generator

2014

Abstract. In this paper a procedure to derive synthetic flood design hydrographs (SFDH) using a bivariate representation of rainfall forcing (rainfall duration and intensity) via copulas, which describes and models the correlation between two variables independently of the marginal laws involved, coupled with a distributed rainfall–runoff model, is presented. Rainfall–runoff modelling (R–R modelling) for estimating the hydrological response at the outlet of a catchment was performed by using a conceptual fully distributed procedure based on the Soil Conservation Service – Curve Number method as an excess rainfall model and on a distributed unit hydrograph with climatic dependencies for the …

lcsh:GE1-350Return periodHydrologyFlood mythMeteorologySettore ICAR/02 - Costruzioni Idrauliche E Marittime E Idrologialcsh:QE1-996.5Copula (linguistics)lcsh:Geography. Anthropology. RecreationHydrographRunoff curve numberlcsh:TD1-1066Runoff modelDesign hydrographs Flood frequency estimation bivariate analysis copula distributed rainfall-runoff models flood risk analysislcsh:Geologylcsh:GGeneral Earth and Planetary SciencesEnvironmental sciencelcsh:Environmental technology. Sanitary engineeringDigital elevation modellcsh:Environmental sciencesFlow routingNatural Hazards and Earth System Sciences
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Computation of vertically averaged velocities in irregular sections of straight channels

2015

Abstract. Two new methods for vertically averaged velocity computation are presented, validated and compared with other available formulas. The first method derives from the well-known Huthoff algorithm, which is first shown to be dependent on the way the river cross section is discretized into several subsections. The second method assumes the vertically averaged longitudinal velocity to be a function only of the friction factor and of the so-called "local hydraulic radius", computed as the ratio between the integral of the elementary areas around a given vertical and the integral of the elementary solid boundaries around the same vertical. Both integrals are weighted with a linear shape f…

lcsh:GE1-350diffusive modeldischarge estimation irregular section rating curve uniform flow.Discretizationlcsh:TComputationlcsh:Geography. Anthropology. RecreationGeometryHydrographRadiusRating curveFunction (mathematics)lcsh:Technologylcsh:TD1-1066Settore ICAR/01 - IdraulicaCross section (physics)lcsh:GPotential flowlcsh:Environmental technology. Sanitary engineeringlcsh:Environmental sciencesMathematics
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River-bed erosion due to changing boundary conditions: performance of a protective measure

2018

Abstract. Due to the introduction of man-made sediment barriers along a river, the amount of sediment load entering the downstream river reach is different to that leaving the reach, and erosion processes occur downstream of the barrier itself. Designers are often required to take into account the scouring process and to include adequate protective measures against the local scour. This paper addresses the performance of bio-engineering protective measures against the erosion process. In particular, a green carpet, realized with real flexible vegetation, has been used as the protective measure against erosion processes downstream of a rigid bed. Analyses are based on experimental work carri…

lcsh:GE1-350flow characteristicgeography.geographical_feature_categoryriverlcsh:QE1-996.5SedimentGeneral MedicineVegetationMeasure (mathematics)rivers; local scouring; flow characteristics; protective measure; vegetationRiver bedlcsh:GeologyGeographylocal scouringprotective measureDownstream (manufacturing)vegetationErosionGeotechnical engineeringBoundary value problemlcsh:Environmental sciencesChannel (geography)Proceedings of the International Association of Hydrological Sciences
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Experimental Analysis of Velocity Distribution in a Coarse-Grained Debris Flow: A Modified Bagnold’s Equation

2020

Today, Bagnold&rsquo

lcsh:Hydraulic engineering010504 meteorology & atmospheric sciencesMean squared errorGeography Planning and DevelopmentAquatic Science01 natural sciencesBiochemistry010305 fluids & plasmasDebris flowflow velocitydebris flowslcsh:Water supply for domestic and industrial purposeslcsh:TC1-9780103 physical sciencessediment concentration0105 earth and related environmental sciencesWater Science and Technologylcsh:TD201-500Function (mathematics)MechanicsDebris flowDebrisSediment concentrationFlumeDistribution (mathematics)Flow velocityprevisionGeology
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Performance Improvement of a Drag Hydrokinetic Turbine

2021

Hydropower is at present in many locations, among all the other possible renewable energy sources, the best one for net cost per unit power. In contrast to traditional installation, based on water storage in artificial basins, free flow river turbines also provide a very low environmental impact due to their negligible effect on solid transport. Among them, kinetic turbines with vertical axis are very inexpensive and have almost zero impact on fish and local fauna. In application to tidal waves and sea waves, where vertically averaged velocities have alternate direction, a Savonius rotor also has the advantage of being productive during the whole time cycle. In this work, the effect of an u…

lcsh:Hydraulic engineering020209 energykinetic turbines water flow deflectorGeography Planning and Development02 engineering and technologyAquatic ScienceComputational fluid dynamics01 natural sciencesBiochemistryTurbinelaw.inventionSettore ICAR/01 - Idraulicalcsh:Water supply for domestic and industrial purposeslcsh:TC1-978lawSavonius rotor0202 electrical engineering electronic engineering information engineering0101 mathematicsHydropowerWater Science and Technologykinetic turbineslcsh:TD201-500business.industryRotor (electric)010102 general mathematicsPower (physics)Renewable energyElectricity generationDragwater flow deflectorEnvironmental sciencebusinessCFD analysisMarine engineeringWater
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Generation of Natural Runoff Monthly Series at Ungauged Sites Using a Regional Regressive Model

2016

Many hydrologic applications require reliable estimates of runoff in river basins to face the widespread lack of data, both in time and in space. A regional method for the reconstruction of monthly runoff series is here developed and applied to Sicily (Italy). A simple modeling structure is adopted, consisting of a regression-based rainfall–runoff model with four model parameters, calibrated through a two-step procedure. Monthly runoff estimates are based on precipitation, temperature, and exploiting the autocorrelation with runoff at the previous month. Model parameters are assessed by specific regional equations as a function of easily measurable physical and climate basin descriptors. Th…

lcsh:Hydraulic engineeringCalibration (statistics)ungauged sitesUngauged siteRainfall-runoff model0208 environmental biotechnologyGeography Planning and DevelopmentDrainage basinmonthly runoff series; Natural streamflow; Rainfall-runoff model; Regionalization; Regression method; Ungauged sites; Aquatic Science; Biochemistry; Water Science and Technology; Geography Planning and Development02 engineering and technologyAquatic ScienceStructural basinRunoff curve numberBiochemistrylcsh:Water supply for domestic and industrial purposeslcsh:TC1-978monthly runoff serieWater Science and TechnologyHydrologygeographylcsh:TD201-500geography.geographical_feature_categorynatural streamflowmonthly runoff series; regression method; rainfall–runoff model; regionalization; ungauged sites; natural streamflowAutocorrelationSettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaRegression analysisrainfall–runoff model020801 environmental engineeringRunoff modelregression methodregionalizationEnvironmental scienceSurface runoffmonthly runoff seriesWater
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Optical Methods for River Monitoring: A Simulation-Based Approach to Explore Optimal Experimental Setup for LSPIV

2021

Recent advances in image-based methods for environmental monitoring are opening new frontiers for remote streamflow measurements in natural environments. Such techniques offer numerous advantages compared to traditional approaches. Despite the wide availability of cost-effective devices and software for image processing, these techniques are still rarely systematically implemented in practical applications, probably due to the lack of consistent operational protocols for both phases of images acquisition and processing. In this work, the optimal experimental setup for LSPIV based flow velocity measurements under different conditions is explored using the software PIVlab, investigating perfo…

lcsh:Hydraulic engineeringComputer scienceGeography Planning and DevelopmentReal-time computingImage processingAquatic ScienceBiochemistrySoftwarelcsh:Water supply for domestic and industrial purposesimage analysislcsh:TC1-978Environmental monitoringparticle image velocimetrySensitivity (control systems)Water Science and TechnologyParametric statisticsenvironmental monitoringlcsh:TD201-500business.industrysynthetic image sequenceSettore ICAR/02 - Costruzioni Idrauliche E Marittime E Idrologiasurface flow velocityParticle image velocimetryFlow velocitySeedingbusinessimage analysiWater
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