Search results for " local scour"

showing 4 items of 4 documents

Morphodynamic processes around man-made structural interventions

2010

man-made interventions local scouringSettore ICAR/01 - Idraulica
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River-bed erosion due to changing boundary conditions: performance of a protective measure

2018

Abstract. Due to the introduction of man-made sediment barriers along a river, the amount of sediment load entering the downstream river reach is different to that leaving the reach, and erosion processes occur downstream of the barrier itself. Designers are often required to take into account the scouring process and to include adequate protective measures against the local scour. This paper addresses the performance of bio-engineering protective measures against the erosion process. In particular, a green carpet, realized with real flexible vegetation, has been used as the protective measure against erosion processes downstream of a rigid bed. Analyses are based on experimental work carri…

lcsh:GE1-350flow characteristicgeography.geographical_feature_categoryriverlcsh:QE1-996.5SedimentGeneral MedicineVegetationMeasure (mathematics)rivers; local scouring; flow characteristics; protective measure; vegetationRiver bedlcsh:GeologyGeographylocal scouringprotective measureDownstream (manufacturing)vegetationErosionGeotechnical engineeringBoundary value problemlcsh:Environmental sciencesChannel (geography)Proceedings of the International Association of Hydrological Sciences
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Nonuniform sediment transport estimation in non-equlibrium situations: study cases

2014

bed degradationSand-bed rivernonuniform sedimentslocal scouringSand-bed rivers; sediment transport; bed degradation; local scouring; one-dimensional simulation; nonuniform sedimentsone-dimensional simulationsediment transport
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Diffusive Modeling of Aggradation and Degradation in Artificial Channels

2008

The unsteady flow and solid transport simulation problem in artificial channels is solved using a three-equation model, coupled with a local erosion law. The three equations are the water mass and momentum balance equations, as well as the total solid load balance equation. It is shown that even during severe hydrological events inertial terms can be neglected in the momentum equation without any substantial change in the solution sought. Empirical equilibrium formulas were used to estimate the solid load as a function of the flow variables. Local erosion, due to the scour generated at the jump between two channels connected at different bottom elevations, was estimated adapting a literatur…

Inertial frame of referenceSpacetimeMechanical EngineeringFunction (mathematics)MechanicsSettore ICAR/01 - IdraulicaOpen-channel flowFlow (mathematics)JumpGeotechnical engineeringDiffusion (business)sediment transport shallow waters solid load unsteady flow numerical models local scourSediment transportWater Science and TechnologyCivil and Structural EngineeringMathematicsJournal of Hydraulic Engineering
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