Scale effects in physical hydraulic engineering models

Scale effects arise due to force ratios which are not identical between a model and its real-world prototype and result in deviations between the up-scaled model and prototype observations. This review article considers mechanical, Froude and Reynolds model-prototype similarities, describes scale ef...

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Veröffentlicht in:	Journal of hydraulic research Jg. 49; H. 3; S. 293 - 306
1. Verfasser:	Heller, Valentin
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Delft Taylor & Francis 01.06.2011 International Association for Hydraulic Research Taylor & Francis Ltd
Schlagworte:	Computational fluid dynamics Constraining Criteria Dimensional analysis Earth sciences Earth, ocean, space Exact sciences and technology Fluid flow Froude similarity Hydraulic engineering Hydraulics Hydrology. Hydrogeology landslide generated impulse wave Landslides Mathematical models physical hydraulic modelling Prototypes Reynolds similarity Scale effect scale series Sediment transport similarity theory Studies waves models similarity theory Froude similarity scale effect hydraulics sediment transport Dimensional analysis landslides physical hydraulic modelling Reynolds similarity scale series calibration theory direction landslide generated impulse wave
ISSN:	0022-1686, 1814-2079
Online-Zugang:	Volltext
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