Search results for "Darcy–Weisbach equation"

showing 7 items of 7 documents

A fractional order theory of poroelasticity

2019

Abstract We introduce a time memory formalism in the flux-pressure constitutive relation, ruling the fluid diffusion phenomenon occurring in several classes of porous media. The resulting flux-pressure law is adopted into the Biot’s formulation of the poroelasticity problem. The time memory formalism, useful to capture non-Darcy behavior, is modeled by the Caputo’s fractional derivative. We show that the time-evolution of both the degree of settlement and the pressure field is strongly influenced by the order of Caputo’s fractional derivative. Also a numerical experiment aiming at simulating the confined compression test poroelasticity problem of a sand sample is performed. In such a case, …

Constitutive equationPoromechanics02 engineering and technology01 natural sciencesPressure fieldDarcy–Weisbach equationPhysics::Geophysics010305 fluids & plasmas0203 mechanical engineeringFractional operators0103 physical sciencesCaputo's fractional derivative; Fractional operators; PoroelasticityApplied mathematicsGeneral Materials ScienceCaputo's fractional derivative Fractional operators PoroelasticityCaputo's fractional derivativeCivil and Structural EngineeringMathematicsOrder theoryBiot numberMechanical EngineeringPoroelasticityCondensed Matter PhysicsFractional calculus020303 mechanical engineering & transportsMechanics of MaterialsFractional operatorSettore ICAR/08 - Scienza Delle CostruzioniPorous medium
researchProduct

Closed-form solutions of the energy balance equation for drip laterals under the Darcy-Weisbach resistance formula

2018

Many studies have investigated easy methods to design drip laterals, as well as the best resistance equation to use, which is fundamental to accurately account for friction losses. This paper addresses both the features of lateral design relationships and the influence of the friction-loss equation on the design variables. First, simple closed-form solutions of the energy balance equation for both sloped and horizontal drip laterals are derived with the simplified Darcy-Weisbach resistance formula by assuming the Darcy friction factor as invariant versus the Reynolds number. Second, an error analysis is performed assuming the friction factor as constant in the design, which is compared to u…

Energy balance equationOptimal designAnalytical solutionLow-flow irrigation systems04 agricultural and veterinary sciences02 engineering and technologyMechanics021001 nanoscience & nanotechnologyAgricultural and Biological Sciences (miscellaneous)Darcy–Weisbach equationotorhinolaryngologic diseases040103 agronomy & agriculture0401 agriculture forestry and fisheriesSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestali0210 nano-technologyMicroirrigationMathematicsCivil and Structural EngineeringWater Science and Technology
researchProduct

Comments on “Measurement of dimensionless Chezy coefficient in step-pool reach (Case study of Dizin River in Iran)” by Torabizadeh A., Tahershamsi A.…

2018

This paper is a comment on a previous published paper.

Flow resistanceDimensional analysi010504 meteorology & atmospheric sciencesChézy formulaInstrumentation0208 environmental biotechnologyComputer Science Applications1707 Computer Vision and Pattern Recognition02 engineering and technologyMechanics01 natural sciencesDarcy–Weisbach equation020801 environmental engineeringComputer Science ApplicationsModeling and simulationSelf-similarityFlow resistanceDarcy-Weisbach friction factorModeling and SimulationStep-poolElectrical and Electronic EngineeringInstrumentation0105 earth and related environmental sciencesDimensionless quantityMathematics
researchProduct

Discussion of “Modified Hazen–Williams and Darcy–Weisbach Equations for Friction and Local Head Losses along Irrigation Laterals” by John D. Valiantz…

2007

Flow resistanceHydrologyEngineeringIrrigationbusiness.industryDrip irrigationAgricultural and Biological Sciences (miscellaneous)Darcy–Weisbach equationHazen–Williams equationHead (vessel)Geotechnical engineeringbusinessWater Science and TechnologyCivil and Structural EngineeringJournal of Irrigation and Drainage Engineering
researchProduct

A mechanical picture of fractional-order Darcy equation

2015

Abstract In this paper the authors show that fractional-order force-flux relations are obtained considering the flux of a viscous fluid across an elastic porous media. Indeed the one-dimensional fluid mass transport in an unbounded porous media with power-law variation of geometrical and physical properties yields a fractional-order relation among the ingoing flux and the applied pressure to the control section. As a power-law decay of the physical properties from the control section is considered, then the flux is related to a Caputo fractional derivative of the pressure of order 0 ⩽ β ≤ 1 . If, instead, the physical properties of the media show a power-law increase from the control sectio…

Numerical AnalysisAnomalous diffusionApplied MathematicsVolumetric fluxMass flowAnomalous diffusion; Anomalous scaling; Darcy equation; Fractional derivatives; Porous mediaMathematical analysisPorous mediaAnomalous diffusionFluxFractional derivativeViscous liquidDarcy–Weisbach equationFractional calculusModeling and SimulationDarcy equationSettore ICAR/08 - Scienza Delle CostruzioniPorous mediumAnomalous scalingMathematicsCommunications in Nonlinear Science and Numerical Simulation
researchProduct

Assessing dye-tracer technique for rill flow velocity measurements

2018

Abstract Rill erosion is considered one of the most important processes affecting soil because of the large amount of soil loss. The rill network acts as sediment source and is able to transport both rill flow-detached particles and those delivered from the interrill areas. Small flow depth in a rill and steep slope values of its bed affect significantly flow hydraulics. When rill flow velocity is measured using a dye-tracing method, the mean velocity is calculated by multiplying the measured surface velocity of the leading edge of the tracer plume by a correction factor. The main uncertainty of the dye-tracing technique stands in the relationship between mean and surface flow velocity. In …

geographyLeading edgegeography.geographical_feature_categoryCorrection factorDye methodHydraulics0208 environmental biotechnologyFlow (psychology)Soil science02 engineering and technologyDarcy–Weisbach equation020801 environmental engineeringPlumelaw.inventionRillFlow velocityFlow resistanceFlow velocitylawTRACERRill flowSoil erosionSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliGeologyEarth-Surface Processes
researchProduct

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
researchProduct