Search results for "self-similarity."

showing 10 items of 71 documents

Fractional half-tangent of a curve described by Iterated Function Systems.

2009

International audience; The deterministic fractal curves and surfaces find many applications in modeling of rough objects. However, these curves and surfaces are nowhere differentiable. Without notion of tangent, we can not determine the relative orientation of two fractal shapes, to join them with a "natural" aspect. Various works proposed a generalization of the concept of derivative by introducing the fractional derivative. In this paper we apply this concept of fractional derivative to the curves described by Iterated Function Systems. We show that if the fractional derivative exists at boundary points of the curve, the direction of the fractional half-tangent is necessarily the eigenve…

[ INFO.INFO-MO ] Computer Science [cs]/Modeling and Simulationself-similarityiterated function sustems[INFO.INFO-GR] Computer Science [cs]/Graphics [cs.GR][ INFO.INFO-GR ] Computer Science [cs]/Graphics [cs.GR][INFO.INFO-CG]Computer Science [cs]/Computational Geometry [cs.CG][INFO.INFO-MO]Computer Science [cs]/Modeling and Simulation[INFO.INFO-GR]Computer Science [cs]/Graphics [cs.GR][ MATH.MATH-DG ] Mathematics [math]/Differential Geometry [math.DG][INFO.INFO-CG] Computer Science [cs]/Computational Geometry [cs.CG]fractal[MATH.MATH-DG]Mathematics [math]/Differential Geometry [math.DG]tangentfractional dérivative[ INFO.INFO-CG ] Computer Science [cs]/Computational Geometry [cs.CG][INFO.INFO-MO] Computer Science [cs]/Modeling and Simulation[MATH.MATH-DG] Mathematics [math]/Differential Geometry [math.DG]
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Effects of Boulder Arrangement on Flow Resistance Due to Macro-Scale Bed Roughness

2023

Flow resistance in gravel-bed channels is not only affected by the shape and size of the roughness elements, but also by their arrangement on the channel bed surface (position to flow streamlines, spacing between elements, and their protrusion from the channel bed). Many investigations proved that open channel flow resistance can be obtained by integrating the power velocity profile. For a macro-scale roughness condition, this study aims to investigate the effect of different boulder arrangements on flow resistance. First, for each arrangement, the equation relating Γ function of the power velocity profile, the Froude number, and the channel slope was calibrated using available measur…

flow velocity profileself-similarityflow resistance; gravel bed; boulder arrangement; dimensional analysis; flow velocity profile; self-similaritydimensional analysiGeography Planning and DevelopmentSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestaliboulder arrangementAquatic Scienceflow resistanceBiochemistrygravel bedWater Science and TechnologyWater; Volume 15; Issue 2; Pages: 349
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Comment on “Effects of different tillage practices on the hydraulic resistance of concentrated flow on the loess plateau in China” by J. Sun et al

2020

Abstract For concentrated flows, which are characterized by small water depth and steep sloping beds, hydraulic conditions different from those typical of streams and rivers occur. In this study a new theoretically deduced flow resistance equation was tested using the experimental data by Sun et al. for three different tilled surfaces (Manual Dibbling, MD, Manual Hoeing, MH, and Contour Drilling, CD). At first, the profile parameter-relationship, which is the relationship between the velocity profile parameter Γ, the channel slope and the flow Froude number, was calibrated using rill flow data by Di Stefano et al. Then, the applicability of this relationship was tested by the measurements o…

geographygeography.geographical_feature_category010504 meteorology & atmospheric sciencesFlow (psychology)Soil science04 agricultural and veterinary sciencesSurface finish01 natural sciencesTillageRillsymbols.namesakeFlow velocity040103 agronomy & agricultureFroude numbersymbolsCalibrationSurface roughness0401 agriculture forestry and fisheriesSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliDimensional analysis Flow resistance Self-similarity Soil erosion Velocity profileGeology0105 earth and related environmental sciencesEarth-Surface Processes
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A new empirical model for estimating calanchi Erosion in Sicily, Italy

2015

Abstract Calanchi (plural of calanco) are typical badland landforms of the Italian landscape. They consist of dense networks of V-shaped valleys, with a sparse or absent vegetation cover, which frequently develop on unconsolidated or poorly consolidated clayey deposits. In this paper, the dimensional analysis and the incomplete self-similarity theory were used to deduce a model relating the volume of sediments eroded from the calanchi area to a set of geometric attributes of their tributary areas. The morphometric characteristics of 209 calanchi basins were used to calibrate and validate the model. The predictive skill of the model was assessed by calculating the mean square error and the N…

geographygeography.geographical_feature_categoryLandformSettore GEO/04 - Geografia Fisica E GeomorfologiaSoil erosion Badlands Calanchi Dimensional analysis Self-similarity theory SicilyTributaryErosionSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliGeomorphologyGeologyEarth-Surface ProcessesVegetation coverGeomorphology
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A full‐scale study of Darcy‐Weisbach friction factor for channels vegetated by riparian species

2021

In this article, an open channel flow resistance equation, deduced applying dimensional analysis and incomplete self-similarity condition for the flow velocity distribution, was tested using measurements carried out in a full-scale channel equipped with three types of riparian plants (Salix alba L., Salix caprea L. and Alnus glutinosa L.). In the experimental channel, having banks lined with boulders, the vegetation branches were anchored in a concrete bottom. For each species, the measurements were carried out with plants having different amounts of leaves, different plant density and plant area index. The relationship between the scale factor Γ of the velocity profile and the Froude numbe…

geographygeography.geographical_feature_categoryself-similaritySoil scienceScale factorDarcy–Weisbach equationopen channelOpen-channel flowsymbols.namesakevegetationdimensional analysiVegetation typevelocity profileFroude numbersymbolsmedicineSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestalimedicine.symptomflow resistanceVegetation (pathology)ScalingWater Science and TechnologyMathematicsRiparian zoneHydrological Processes
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Investigating Long-Range Dependence in E-Commerce Web Traffic

2016

This paper addresses the problem of investigating long-range dependence (LRD) and self-similarity in Web traffic. Popular techniques for estimating the intensity of LRD via the Hurst parameter are presented. Using a set of traces of a popular e-commerce site, the presence and the nature of LRD in Web traffic is examined. Our results confirm the self-similar nature of traffic at a Web server input, however the resulting estimates of the Hurst parameter vary depending on the trace and the technique used.

h indexWeb serverweb serverSelf-similarityComputer science02 engineering and technologyE-commercecomputer.software_genre01 natural sciencesSet (abstract data type)010104 statistics & probabilityWeb traffichurst indexlong-range dependence0202 electrical engineering electronic engineering information engineeringRange (statistics)0101 mathematicsTRACE (psycholinguistics)Hurst exponenthurst parameterself-similaritybusiness.industryweb trafficHTTP traffic020201 artificial intelligence & image processingData miningbusinesscomputer
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Closure to "Assessing stage-discharge relationships for circular overflow structure" by M. Bijankhan and V. ferro

2018

The paper is a closure to a previous article.

self-similarityCircular weirdimensional analysiClosure (topology)Settore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliGeometryStage (hydrology)Agricultural and Biological Sciences (miscellaneous)GeologyWater Science and TechnologyCivil and Structural Engineeringstage-discharge relationship
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Discussion of “Three Simple Flumes for Flow Measurement in Open Channels” by Zohrab Samani

2018

In this paper the results on three simple flumes for flow measurements are discussed.

self-similarityFlume0208 environmental biotechnology04 agricultural and veterinary sciences02 engineering and technologyMechanicsAgricultural and Biological Sciences (miscellaneous)Flow measurement020801 environmental engineeringFlow measurementSimple (abstract algebra)dimensional analysi040103 agronomy & agriculture0401 agriculture forestry and fisheriesSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliGeologyWater Science and TechnologyCivil and Structural Engineering
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Simple flume with a central baffle

2016

Abstract In this paper the stage-discharge relationship of a flume with a central baffle is theoretically deduced using the Buckingham-Theorem of the dimensional analysis and the self-similarity theory. The new stage-discharge equation is calibrated by the measurements carried out by Peruginelli and Bonacci using a baffle having a given throat length and five different values of the contraction ratio. Finally, for a given throat length, a relationship linking the discharge with the upstream water depth, the contraction ratio and the contracted width is deduced.

self-similarityFlume0208 environmental biotechnologyBaffle02 engineering and technologyMechanics020801 environmental engineeringComputer Science Applicationsstage-discharge relationshipWater depthFlumeSimple (abstract algebra)Modeling and Simulationdimensional analysiSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliUpstream (networking)Electrical and Electronic EngineeringInstrumentationContraction ratioGeology
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New Stage–Discharge Relationship for Triangular Broad-Crested Weirs

2022

Simple hydraulic structures, such as weirs, allow measuring flow discharge by using the upstream flow depth and a stage–discharge relationship. In this relationship, a discharge coefficient is introduced to correct all the effects neglected in the derivation (viscosity, surface tension, velocity head in the approach channel, flow turbulence, non-uniform velocity profile, and streamline curvature due to weir contraction). In this paper, the dimensional analysis and the incomplete self-similarity theory are used to investigate the outflow process of triangular broad-crested weirs, characterized by different values of the ratio between crest height p and channel width B, and to theoretic…

self-similaritytriangular broad-crested weirdimensional analysiGeography Planning and Developmentopen channel flowAquatic Sciencestage-discharge equationtriangular broad-crested weir; open channel flow; stage–discharge equation; dimensional analysis; self-similarityBiochemistryWater Science and TechnologyWater
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