Unsteady two-dimensional suspended sediment transport in open channel flow subject to deposition and re-entrainment

DOI10.1007/S10665-020-10070-7zbMath1497.35361OpenAlexW3121326163WikidataQ109044253 ScholiaQ109044253MaRDI QIDQ2060960

Sudip Debnath, Jitendra Kumar, Koeli Ghoshal

Publication date: 13 December 2021

Published in: Journal of Engineering Mathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10665-020-10070-7

zbMATH Keywords

suspensiondepositionopen channel floweddy diffusivityintegral momentsre-entrainment

Mathematics Subject Classification ID

PDEs in connection with fluid mechanics (35Q35) Finite difference methods applied to problems in fluid mechanics (76M20) Finite difference methods for initial value and initial-boundary value problems involving PDEs (65M06) Suspensions (76T20) Turbulent transport, mixing (76F25) Finite difference methods for boundary value problems involving PDEs (65N06)

Related Items (1)

Analytical solutions for reactive shear dispersion with boundary adsorption and desorption

Cites Work

• Unnamed Item
• Dispersion of settling particles in oscillatory turbulent flow subject to deposition and re-entrainment
• Transport of a reactive solute in a pulsatile non-Newtonian liquid flowing through an annular pipe
• Velocity and concentration profiles in uniform sediment-laden flow
• Transport relaxation time and length scales in turbulent suspensions
• The law of the wake in the turbulent boundary layer
• The turbulent transport of suspended sediment in open channels

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