The scaling law in the hole erosion test with a constant pressure drop

DOI10.1002/nag.683zbMath1273.74208OpenAlexW1999007201MaRDI QIDQ2856297

Olivier Brivois, Stéphane Bonelli

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.683

zbMATH Keywords

internal erosionpipingrate of erosioncritical shear stress

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (4)

2D axisymmetrical numerical modelling of the erosion of a cohesive soil by a submerged turbulent impinging jet ⋮ Modeling, with a unified level-set representation, of the expansion of a hollow in the ground under different physical phenomena ⋮ Numerical modelling of interfacial soil erosion with viscous incompressible flows ⋮ Predicting initial erosion during the hole erosion test by using turbulent flow CFD simulation

Cites Work

• The RNS/Prandtl equations and their link with other asymptotic descriptions: application to the wall shear stress scaling in a constricted pipe
• Soil erosion in the boundary layer flow along a slope: a theoretical study
• Volumetric sand production model and experiment
• Erosion and sedimentation of a bump in fluvial flow
• Characterization of the pressure drop in a 2D symmetrical pipe: Some asymptotical, numerical, and experimental comparisons
• Roughness effects in turbulent pipe flow

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