Search results for "Bed roughne"

showing 5 items of 5 documents

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
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Discharge and bed roughness estimation from water level data analysis

2009

Water level data measured at the two ends of a reach are used to compute both the average n Manning roughness coefficient and the discharge hydrograph in the upstream section of the reach. The methodology is first introduced for the simple case of homogenous roughness and large slope, when the kinematic assumption holds for the momentum equation. In the more general case, when subcritical flow can occur along the channel, an approximation of the downstream boundary condition is required to make always identifiable the calibration problem. In this case, the calibration problem is solved by 1) associating to each possible n value the solution of a flow routing problem, with assigned upstream …

Discharge measurement bed roughness flow routing zero inertia model calibrationSettore ICAR/01 - Idraulica
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Hydraulic jumps on rough beds

2007

This paper presents the results of an experimental investigation on the hydraulic jump on horizontal rough beds. Experiments were carried out to study the effect of bed roughness on both the sequent depth ratio and the roller length. The investigation allowed the writers to positively test the reliability of a new solution of the momentum equation for the sequent depth ratio as a function of the Froude number and the ratio between the roughness height and the upstream supercritical flow depth. The applicability of some empirical relationships for estimating the roller length was also tested.

Engineeringenergy dissipationBedformbusiness.industryMechanical Engineeringhydraulic jumpSurface finishMechanicsDissipationSupercritical flowOpen channel flowbed roughnessOpen-channel flowsymbols.namesakeFroude numbersymbolsGeotechnical engineeringMomentum-depth relationship in a rectangular channelbusinessHydraulic jumpWater Science and TechnologyCivil and Structural Engineering
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Influence of bed roughness on flow and turbulence structure around a partially-buried, isolated freshwater mussel

2023

The present study uses eddy-resolving numerical simulations to investigate how bed roughness affects flow and turbulence structure around an isolated, partially-buried mussel (Unio elongatulus) aligned with the incoming flow. The rough-bed simulations resolve the flow past the exposed part of a gravel bed, whose surface is obtained from a laboratory experiment that also provides some additional data for validation of the numerical model. Results are also discussed for the limiting case of a horizontal smooth bed. Additionally, the effects of varying the level of burial of the mussel inside the substrate and the discharge through the two mussel siphons are investigated via a set of simulatio…

filtering activityturbulencefreshwater mussel turbulence gravel bed roughness filtering activity computational fluid dynamicscomputational fluid dynamicsfreshwater musselSettore ICAR/06 - Topografia E CartografiaGravel bed Bed roughness Numerical Simulations Flow Field Turbulence StructureSettore ICAR/01 - IdraulicaWater Science and Technologygravel bedroughness
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Sequent depth ratio of B-jumps on smooth and rough beds

2013

A hydraulic B-jump has the toe section located on a positively sloping upstream channel and the roller end on a downstream horizontal channel. This paper analyses the B-jump on a rough bed, such as at the transition from a block ramp to the stilling basin. Laboratory measurements of the sequent depth were carried out using three different channel slopes for the rough bed and a single slope for the smooth bed. A solution useful for estimating the sequent depth ratio in a rectangular channel for different relative roughness and bed slope is proposed and positively tested by the present measurements. This solution can also be used to estimate the sequent depth ratio of classical hydraulic jump…

lcsh:Agricultureopen channel flow hydraulic jump energy dissipation sloping channel bed roughness.roughnejumpMechanical Engineeringlcsh:SBioengineeringopen channel flowlcsh:Agriculture (General)lcsh:S1-972hydraulicIndustrial and Manufacturing EngineeringJournal of Agricultural Engineering
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