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Erosive Bar Migration Using Density and Diameter Scaled Sediment; Erosive Profile Set - Prototype Scale (Actual Scale 1:10)

posted on 03.07.2011, 00:00 authored by Adam KeenAdam Keen
Erosive conditions (scale 1:10) were used to model the offshore migration of a shore parallel and bar. Testing followed the testing regime used during the SANDS project. Sediment was scaled in both density and diameter (ρs = 1200 kg/m3 and d50 = 0.54 mm) allowing the Shields number, particle Reynolds number and relative fall velocity to be preserved. For more in-depth information, one is referred to the TU Delft Repository to: Keen, A.S. (2011) – Erosive bar migration using density and diameter scaled sediment



TU Delft, Faculty of Civil Engineering and Geoscience, Department of Hydraulic Engineering


TU Delft


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