Search results for "science and technology"

showing 10 items of 1592 documents

Closure to “New Theoretical Solution of the Stage-Discharge Relationship for Sharp-Crested and Broad Weirs” by V. Ferro

2013

A Closure to the paper “A new theoretical solution of the stage-discharge relationship for sharp-crested and broad weirs” is presented

Closure (topology)Settore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliGeotechnical engineeringEfflusso stramazziStage (hydrology)Agricultural and Biological Sciences (miscellaneous)GeologyWater Science and TechnologyCivil and Structural EngineeringJournal of Irrigation and Drainage Engineering
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MIS 5.5 highstand and future sea level flooding at 2100 and 2300 in tectonically stable areas of central mediterranean sea: Sardinia and the pontina …

2021

Areas of the Mediterranean Sea are dynamic habitats in which human activities have been conducted for centuries and which feature micro-tidal environments with about 0.40 m of range. For this reason, human settlements are still concentrated along a narrow coastline strip, where any change in the sea level and coastal dynamics may impact anthropic activities. We analyzed light detection and ranging (LiDAR) and Copernicus Earth observation data. The aim of this research is to provide estimates and detailed maps (in three coastal plain of Sardinia (Italy) and in the Pontina Plain (southern Latium, Italy) of: (i) the past marine transgression occurred during MIS 5.5 highstand 119 kyrss BP

Coastal plainGeography Planning and DevelopmentSubmersion (coastal management)Aquatic ScienceSardiniaBiochemistryMediterranean seaPast (MIS 5.5) and future sea level at 2100 and 2300TD201-500Sea levelWater Science and Technologygeographygeography.geographical_feature_categoryWater supply for domestic and industrial purposesFlooding (psychology)Last Glacial MaximumFuture sea levelHydraulic engineeringCentral Mediterranean coastal plainspast (MIS 5.5) and future sea level at 2100 and 2300 Sardinia Pontina Plain central Mediterranean coastal plainsPhysical geographyTC1-978Central Mediterranean coastal plains; Past (MIS 5.5) and future sea level at 2100 and 2300; Pontina Plain; SardiniaGeologyMarine transgressionPontina Plain
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Relative sea-level rise and potential submersion risk for 2100 on 16 coastal plains of the mediterranean sea

2020

The coasts of the Mediterranean Sea are dynamic habitats in which human activities have been conducted for centuries and which feature micro-tidal environments with about 0.40 m of range. For this reason, human settlements are still concentrated along a narrow coastline strip, where any change in the sea level and coastal dynamics may impact anthropic activities. In the frame of the RITMARE and the Copernicus Projects, we analyzed light detection and ranging (LiDAR) and Copernicus Earth Observation data to provide estimates of potential marine submersion for 2100 for 16 small-sized coastal plains located in the Italian peninsula and four Mediterranean countries (France, Spain, Tunisia, Cypr…

Coastal plainMediterranean climateMediterranean Sea coastal plains relative sea-level rise 2100 marine submersionlcsh:Hydraulic engineering010504 meteorology & atmospheric sciencesCoastal plainRelative sea-level riseGeography Planning and DevelopmentSubmersion (coastal management)Aquatic Science010502 geochemistry & geophysics01 natural sciencesBiochemistryMediterranean sealcsh:Water supply for domestic and industrial purposesPeninsulalcsh:TC1-978Human settlementSea level0105 earth and related environmental sciencesWater Science and Technologygeographylcsh:TD201-5002100geography.geographical_feature_categoryCoastal plainsMarine submersion2100; Coastal plains; Marine submersion; Mediterranean sea; Relative sea-level riseTectonicsMediterranean seaPhysical geographyMediterranean Sea; coastal plains; relative sea-level rise; 2100; marine submersion
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Start-up with or without inoculum? Analysis of an SMBR pilot plant.

2010

This study analysed a submerged membrane bioreactor (SMBR) start-up with the purpose of determining the best conditions to carry it out. In order to do this, a hollow fibre membrane module was installed in a submerged configuration in a pilot aerobic reactor. The experiment was then divided in two phases, lasting 65 days each. During phase 1, the pilot plant was started-up without inoculum of activated sludge and no sludge, withdrawal was performed. Conversely, in phase 2, the MBR pilot plant was started-up with sludge inoculum and the sludge concentration was kept constant. In both phases, the volumetric loading rate applied to the pilot plant was kept constant. The authors analysed the di…

Complete sludge retention Floc size Fouling resistances Inoculum Sludge production Start-upFoulingMembrane reactorSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleChemistryMechanical EngineeringGeneral Chemical EngineeringMembrane foulingEnvironmental engineeringstart-up.fouling resistanceGeneral ChemistryMembrane bioreactorPulp and paper industryfloc sizeActivated sludgePilot plantBioreactorGeneral Materials ScienceWater treatmentsludge productionComplete sludge retentioninoculumWater Science and Technology
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The effect of geometrical parameters on the discharge capacity of meandering compound channels

2008

A number of methods and formulae has been proposed in the literature to estimate the discharge capacity of compound channels. When the main channel has a meandering pattern, a reduction in the conveyance capacity for a given stage is observed, which is due to the energy dissipations caused by the development of strong secondary currents and to the decrease of the main channel bed slope with respect to the valley bed slope. The discharges in meandering compound channels are usually assessed applying, with some adjustments, the same methods used in the straight compound channels. Specifically, the sinuosity of the main channel is frequently introduced to account for its meandering pattern, al…

Compound channels Meanders Sinuosity Stage—discharge curves Numerical simulationHydrologyMean curvatureComputer simulationTurbulenceGeometrySinuosityRadiusDissipationSettore ICAR/01 - IdraulicaReynolds-averaged Navier–Stokes equationsGeologyComputer Science::Information TheoryWater Science and TechnologyCommunication channelAdvances in Water Resources
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The economic impact of water taxes: a computable general equilibrium analysis with an international data set

2008

Water is scarce in many countries. One instrument for improving the allocation of a scarce resource is (efficient) pricing or taxation. However, water is implicitly traded on international markets, particularly through food and textiles, so that the impacts of water taxes cannot be studied in isolation, but require an analysis of international trade implications. We include water as a production factor in a multi-region, multi-sector computable general equilibrium model (GTAP), to assess a series of water tax policies. We find that water taxes reduce water use and lead to shifts in production, consumption and international trade patterns. Countries that do not levy water taxes are nonethele…

Computable general equilibriumConsumption (economics)Natural resource economicsGeography Planning and DevelopmentVirtual waterManagement Monitoring Policy and LawWater pricing/dk/atira/pure/sustainabledevelopmentgoals/clean_water_and_sanitationWater scarcityEconomicsFarm waterEconomic impact analysisSDG 6 - Clean Water and SanitationWater useWater Science and TechnologyWater Policy
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The Economic Impact of Restricted Water Supply: a Computable General Equilibrium Analysis

2007

Water problems are typically studied at the level of the river catchment. About 70% of all water is used for agriculture, and agricultural products are traded internationally. A full understanding of water use is impossible without understanding the international market for food and related products, such as textiles. The water embedded in commodities is called virtual water. Based on a general equilibrium model, we offer a method for investigating the role of water resources and water scarcity in the context of international trade. We run five alternative scenarios, analyzing the effects of water scarcity due to reduced availability of groundwater. This can be a consequence of physical con…

Computable general equilibriumEnvironmental EngineeringWater scarcityNatural resource economicsWater supplyInternational trade and waterSustainable water supply/dk/atira/pure/sustainabledevelopmentgoals/clean_water_and_sanitationWater scarcityFLOWSWater SupplyIRRIGATIONEconomicsComputer Simulationjel:Q25Waste Management and Disposaljel:Q28Water Science and TechnologyCivil and Structural EngineeringComputable General Equilibrium Sustainable Water Supply Virtual Water Water Scarcitybusiness.industryEcological ModelingVirtual waterEnvironmental engineeringAgricultureComputable general equilibriumPollutionTRADEjel:D58Water resourcesModels EconomicPlus:VIRTUAL WATERVirtual waterDESALINATIONAllocative efficiencybusinessSDG 6 - Clean Water and SanitationWater use
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DORA algorithm for network flow models with improved stability and convergence properties

2001

A new methodology for the solution of shallow water equations is applied for the computation of the unsteady-state flow in an urban drainage network. The inertial terms are neglected in the momentum equations and the solution is decoupled into one kinematic and one diffusive component. After a short presentation of the DORA (Double ORder Approximation) methodology in the case of a single open channel, the new methodology is applied to the case of a sewer network. The transition from partial to full section and vice versa is treated without the help of the Preissmann approximation. The algorithm also allows the computation of the diffusive component in the case of vertical topographic discon…

Computer scienceComputationMechanical EngineeringLinear systemSettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaFlow networkOpen-channel flowFlow (mathematics)Convergence (routing)Boundary value problemAlgorithmShallow water equationsWater Science and TechnologyCivil and Structural Engineering
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Automatic Calibration of an Industrial RGB-D Camera Network Using Retroreflective Fiducial Markers

2019

This paper describes a non-invasive, automatic, and robust method for calibrating a scalable RGB-D sensor network based on retroreflective ArUco markers and the iterative closest point (ICP) scheme. We demonstrate the system by calibrating a sensor network comprised of six sensor nodes positioned in a relatively large industrial robot cell with an approximate size of 10 m × 10 m × 4 m . Here, the automatic calibration achieved an average Euclidean error of 3 c m at distances up to 9.45 m . To achieve robustness, we apply several innovative techniques: Firstly, we mitigate the ambiguity problem that occurs when detecting a marker at long range or low resolution by comparing the…

Computer scienceComputingMethodologies_IMAGEPROCESSINGANDCOMPUTERVISION02 engineering and technologylcsh:Chemical technologytime-of-flightBiochemistryArticleVDP::Food science and technology: 600Analytical Chemistrylaw.inventionIndustrial robotlawRegion of interestRobustness (computer science)automatic calibration0202 electrical engineering electronic engineering information engineeringCalibrationVDP::Næringsmiddelteknologi: 600lcsh:TP1-1185Computer visionElectrical and Electronic EngineeringInstrumentationbusiness.industryambiguity problemIterative closest point3D sensors020207 software engineeringretroreflective markersAtomic and Molecular Physics and OpticsTime of flightTheoryofComputation_MATHEMATICALLOGICANDFORMALLANGUAGESRGB color model020201 artificial intelligence & image processingArtificial intelligencebusinessFiducial markerWireless sensor networkSensors
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Emulation of 2D Hydrodynamic Flood Simulations at Catchment Scale Using ANN and SVR

2021

Two-dimensional (2D) hydrodynamic models are one of the most widely used tools for flood modeling practices and risk estimation. The 2D models provide accurate results

Computer scienceProcess (engineering)Geography Planning and DevelopmentAquatic ScienceMachine learningcomputer.software_genreBiochemistrysupport vector regressionTD201-500Uncertainty analysisWater Science and TechnologyEmulationArtificial neural networkFlood mythWater supply for domestic and industrial purposesbusiness.industryDimensionality reductionHydraulic engineeringSupport vector machineemulatorsVDP::Teknologi: 500Sample size determinationerror structureArtificial intelligencetraining set sizebusinessTC1-978computerartificial neural networkWater
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