Turbulent drag reduction in dam-break flows

By Imre M. Jánosi, D. Jan, K. Szabó, T. Tél. 2004

183 citations recorded by the source corpus.

Subfields: Computational Mechanics, Fluid Flow and Transfer Processes, Plant Science

View Paper: https://www.semanticscholar.org/paper/6fc7bd225e9058f99278941abc718f50873ef547

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In Computational Mechanics

Citations in the corpus

Incompressible smoothed particle hydrodynamics for free-surface flows: A generalised diffusion-based algorithm for stability and validations for impulsive flows and propagating waves (2012, background): “Experimental comparisons are possible for this test case but results are affected by the withdrawal of the plate, which has a similar time scale to the formation of the initial surface structures [28,13].”
State-of-the-art of classical SPH for free-surface flows (2010, methodology): “The water initially placed in the lock area pushes the channel water (first and second frames), generating the “mushroom” jet previously mentioned by Stansby et al. (1998) and Janosi et al. (2004).”
Comparisons of weakly compressible and truly incompressible algorithms for the SPH mesh free particle method (2008, methodology): “Due to inertia effects the time will inevitably be longer and this could explain the difference between the experimental results in [9,20].”
A coupled SPH-DEM model for fluid-structure interaction problems with free-surface flow and structural failure (2016, unknown): “2 SPH simulation of dam break test with different smoothing length The case of a collapsing water column has been used in SPH studies [64, 65], therefore it is utilised here to validate the implemented SPH model.”
Experimental investigation of dynamic pressure loads during dam break (2013, methodology): “Jánosi et al. (2004) and Stansby et al. Stansby et al. (1998), the wave front propagation and a complexity of the flow may be significantly affected by isolated drops or a layer of fluid covering the horizontal bed donwstream the gate.”