2014 Vlasak

   01 Vlasak (2014) Gravel, Dp=0.10 m, d=11.0 mm.

Gravel Dp=0.10 m & d=11.0 mm.

The gravel degraded from right to left, resulting in a slight decrease of Erhg from right to left.

Material from this website is free to use, but if you use it in a publication or report please add the following reference:
Miedema, S.A., "The Delft Head Loss & Limit Deposit Velocity Model". www.dredgingengineering.com. Delft, The Netherlands, 2012-now.

The original data of Vlasak (2014), hydraulic gradient versus line speed , reconstructed.

The  data of Vlasak (2014), relative excess hydraulic gradient versus liquid hydraulic gradient , reconstructed.


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