Sediment transport under normal and tangential bottom stresses with the bottom slope taken into account

DOI10.1134/S0021894414050101zbMath1326.76103OpenAlexW2164766570MaRDI QIDQ2018782

I. I. Potapov

Publication date: 25 March 2015

Published in: Journal of Applied Mechanics and Technical Physics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1134/s0021894414050101

zbMATH Keywords

sediment transportbottom layerbottom waveschannel processeschannel resistance

Mathematics Subject Classification ID

Suspensions (76T20)

Related Items (2)

Numerical modeling of hydrodynamic accidents: erosion of dams and flooding of territories ⋮ Evolution of bed forms produced by clarified turbulent flow over a non-cohesive bed

Cites Work

• Unnamed Item
• Two-dimensional sediment transport models for sand-bed rivers
• Formulation and solution of the problem of the stability of a cohesionless channel bottom
• Stability of the sandy bottom of a channel of constant width
• Development of perturbations on a sandy channel bed
• Nonlinear dynamics of sand banks and sand waves
• Linear instability mechanisms for sand wave formation
• The mechanics of dunes and antidunes in erodible-bed channels

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