Search results for "Self-similar"

showing 10 items of 78 documents

Testing a theoretical resistance law for overland flow on a stony hillslope

2020

Overland flow, sediments, and nutrients transported in runoff are important processes involved in soil erosion and water pollution. Modelling transport of sediments and chemicals requires accurate estimates of hydraulic resistance, which is one of the key variables characterizing runoff water depth and velocity. In this paper, a new theoretical power–velocity profile, originally deduced neglecting the impact effect of rainfall, was initially modified for taking into account the effect of rainfall intensity. Then a theoretical flow resistance law was obtained by integration of the new flow velocity distribution. This flow resistance law was tested using field measurements by Nearing for the …

010504 meteorology & atmospheric sciencesFlow (psychology)rainfall0207 environmental engineering02 engineering and technology01 natural sciencessymbols.namesakeWetted perimeteroverland flowdimensional analysiFroude numberSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestali020701 environmental engineering0105 earth and related environmental sciencesWater Science and Technologyself-similarityReynolds numberLaminar flowstony hillslopeFlow velocityLawsymbolsvelocity profileEnvironmental scienceSurface runoffflow resistanceIntensity (heat transfer)
researchProduct

Stage–Discharge Relationship for an Upstream Inclined Grid with Transversal Bars

2016

AbstractCheck dams with grids upgrading upstream are often used in mountain rivers, where intense sediment transport and steep slopes occur. In some cases, sloping grids are used in the construction of debris flow breakers. In this paper, the outflow process of an upstream-inclined grid with transversal bars is studied by using the dimensional analysis and the incomplete self-similarity theory. Next, the theoretical analysis shows that a power equation can be used for establishing the stage-discharge equation. The coefficient of the power equation depends on both the slope angle and the void ratio, whereas the exponent depends only on the slope angle. Finally, this deduced stage–discharge r…

010504 meteorology & atmospheric sciencesSelf-similarity0208 environmental biotechnologyGeometryAstrophysics::Cosmology and Extragalactic Astrophysics02 engineering and technologyGrid01 natural sciencesAgricultural and Biological Sciences (miscellaneous)020801 environmental engineeringDebris flowTransversal (combinatorics)Upstream (networking)OutflowGeotechnical engineeringStage (hydrology)Sediment transportGeology0105 earth and related environmental sciencesWater Science and TechnologyCivil and Structural EngineeringJournal of Irrigation and Drainage Engineering
researchProduct

Comments on “Overflow characteristics of streamlined weirs based on model experimentation” by Bagheri S. and Kabiri-Samani A

2021

Abstract In this paper the stage-discharge equation of a streamlined weir is theoretically deduced applying the Π-Theorem of dimensional analysis and the self-similarity theory. The coefficients of the new stage-discharge relationship are estimated using the experimental results by Bagheri and Kabiri-Samani.

0207 environmental engineering02 engineering and technology01 natural sciencesComputer Science Applications010309 opticsDimensional analysis Discharge coefficient Self-similarity Stage-discharge relationship Streamlined weirPhysics::Plasma PhysicsModeling and Simulation0103 physical sciencesWeirApplied mathematicsSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliElectrical and Electronic Engineering020701 environmental engineeringInstrumentationMathematics
researchProduct

Assessing, measuring and modelling erosion in calanchi areas: A review

2016

Calanchi are erosion landforms characterised by a heavily dissected terrain with steep, unvegetated slopes and channels with a dendritic pattern, which rapidly incise and extend headwards. Recent literature focusing on badland systems highlights their similarity with other larger fluvial landforms, stating that these behave as a full size laboratory, due to their rapid development in space and time and to the diversity of geomorphic processes involved. In this paper, a brief review of the most important results on badland research is firstly presented. Then, the morphometric similarity between calanchi and other erosion landforms is discussed. Finally, models quantitatively relating the vol…

BadlandCalanchiDimensional analysi010504 meteorology & atmospheric sciences0208 environmental biotechnologydimensional analysisFluvialTerrainBioengineering02 engineering and technology01 natural sciencesIndustrial and Manufacturing Engineeringlcsh:AgricultureMorphometric analysiself-similarity.TributaryGeotechnical engineeringlcsh:Agriculture (General)Geomorphology0105 earth and related environmental sciencesgeographygeography.geographical_feature_categorymorphometric analysisLandformMechanical Engineeringlcsh:Sbadlandslcsh:S1-972020801 environmental engineeringSelf-similarityMorphometric analysisErosionSoil erosionBadlands; Calanchi; Dimensional analysis; Morphometric analysis; Self-similarity; Soil erosion; Bioengineering; Mechanical Engineering; Industrial and Manufacturing EngineeringGeology
researchProduct

Overland flow hydrodynamic characteristics in rough beds at low Reynolds numbers

2022

This paper considers overland flow resistance at low Reynolds numbers through analysis of experimental runs carried out using water only and water/glycerol mixtures. We first examined the power relationship between the Darcy–Weisbach friction factor f and the Reynolds number Re to obtain the values of the K coefficient and b exponent. These results confirmed the applicability of the values of b suggested in literature, while K required a specific calibration for laminar open-channel flows. The analysis revealed that transition from a laminar to turbulent flow regime for water only flows occurred at a threshold value of Re equal to 500 as described historically. The estimate of f by the powe…

Bed roughneSelf-similarityDimensional analysiMixed flowFlow resistanceVelocity profileSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliWater Science and TechnologyJournal of Hydrology
researchProduct

Experimental Study of Central Baffle Flume

2019

In this paper, the hydraulics of a central baffle flume (CBF) were experimentally studied. Extensive experimental runs were carried out to highlight the effects of different geometrical parameters such as baffle length, contraction ratio, and the length of upstream and downstream guide walls. Two different approaches, i.e., the Π theorem of dimensional analysis coupled with the incomplete self-similarity theory and the energy balance equation, were applied to deduce the stage–discharge formula of a CBF characterized by different geometrical parameters. The stage–discharge relationship deduced by the dimensional analysis approach was more accurate than that obtained by the energy approach. F…

Central baffle flumeHydraulicsOptimal design of CBFStage–discharge formula0207 environmental engineeringBaffle02 engineering and technology01 natural sciencesAgricultural and Biological Sciences (miscellaneous)Buckingham’s theoremlaw.invention010309 opticsFlumelaw0103 physical sciencesSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestali020701 environmental engineeringIncomplete self-similarityGeologyWater Science and TechnologyCivil and Structural EngineeringMarine engineering
researchProduct

Incomplete self-similarity and flow velocity in gravel bed channels

2000

Velocity measurements, previously carried out using both a miniature current flowmeter and an acoustic Doppler velocimeter, are used to verify the applicability of the incomplete self-similarity theory to deduce the velocity profile in a gravel bed channel. Then, for the velocity profiles having the maximum value below the free surface and for the S-shaped profiles, the power velocity distribution is corrected using a new divergence function. For each value of the depth sediment ratio the nondimensional friction factor parameter is calculated by integration of the measured velocity distributions in the different verticals of the cross section. Finally, a semilogarithmic flow resistance equa…

Cross section (physics)Flow velocitySelf-similarityFree surfaceflow velocity gravel bed self-similarityGeotechnical engineeringShear velocityMechanicsAcoustic Doppler velocimetryGeologyFlow measurementWater Science and TechnologyPower (physics)
researchProduct

Self-similar focusing with generalized devil's lenses

2011

[EN] We introduce the generalized devil's lenses (GDLs) as a new family of diffractive kinoform lenses whose structure is based on the generalized Cantor set. The focusing properties of different members of this family are analyzed. It is shown that under plane wave illumination the GDLs give a single main focus surrounded by many subsidiary foci. It is shown that the total number of subsidiary foci is higher than the number of foci corresponding to conventional devil's lenses; however, the self-similar behavior of the axial irradiance is preserved to some extent. (C) 2011 Optical Society of America

DiffractionFresnel zoneFocus (geometry)Physics::Medical PhysicsPlane waveDiffraction efficiencyPhysics::GeophysicsOpticsDiffractive lensSelf-similar focusingGeneralized devil’s lensesAxilial irradiancePhysicsbusiness.industryKinoformFractal zone platesOpticsAtomic and Molecular Physics and OpticsElectronic Optical and Magnetic MaterialsCantor setFISICA APLICADALiquid-crystalComputer Vision and Pattern RecognitionbusinessGDLs
researchProduct

Undergraduate experiment with fractal diffraction gratings

2011

We present a simple diffraction experiment with fractal gratings based on the triadic Cantor set. Diffraction by fractals is proposed as a motivating strategy for students of optics in the potential applications of optical processing. Fraunhofer diffraction patterns are obtained using standard equipment present in most undergraduate physics laboratories and compared with those obtained with conventional periodic gratings. It is shown that fractal gratings produce self-similar diffraction patterns which can be evaluated analytically. Good agreement is obtained between experimental and numerical results. © 2011 IOP Publishing Ltd.

DiffractionPhysics::OpticsGeneral Physics and Astronomysymbols.namesakeOpticsFractalSelf-similarDiffraction gratingPhysicsOptical processingScience instructionUndergraduate experimentPotential applicationsbusiness.industryPeriodic gratingsDiffraction patternsCantor setsOptical processingFraunhofer diffractionCantor setInterferometryPhysics laboratoriesFractalsInterferometryStandard equipmentsFISICA APLICADAsymbolsNumerical resultsDiffraction gratingsFraunhofer diffraction patternsbusinessExperiments
researchProduct

Flow resistance law under equilibrium bed-load transport conditions

2018

Abstract The uniform flow resistance equation, in the form due to Manning or Darcy-Weisbach, is often applied to determine the stage-discharge relationship of a river cross-section. The application of this equation, namely the slope-area method, allows to indirectly measure by water level readings the corresponding river discharge. In this paper, a recently deduced flow resistance equation for open channel flow was tested during conditions of equilibrium bed-load transport. First the flow resistance equation was determined by dimensional analysis and applying the condition of incomplete self-similarity for the flow velocity profile. Then the analysis was developed by the following steps: (i…

Dimensional analysi010504 meteorology & atmospheric sciences0208 environmental biotechnology02 engineering and technology01 natural sciencesShields parametersymbols.namesakeFroude numberElectrical and Electronic EngineeringInstrumentation0105 earth and related environmental sciencesBed loadPhysicsFlow velocity profileComputer Science Applications1707 Computer Vision and Pattern Recognition020801 environmental engineeringComputer Science ApplicationsOpen-channel flowFlumeSelf-similarityFlow conditionsFlow velocityFlow resistanceLawModeling and SimulationsymbolsPotential flowBed-load
researchProduct