1961 Fuhrboter

   02 Fuhrboter (1961) Dp=0.30 m, d=0.26 mm

Sand Dp=0.30 m & d=0.26 mm


The graphs support the following papers:

  1. Miedema, S.A., “Slurry Transport, an Analytical Approach to Explain the Fuhrboter Equation”. Maritime Engineering Journal 2014, Special Dredging Issue.

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 Fuhrboter (1961), hydraulic gradient versus line speed , reconstructed.

The  data of Fuhrboter (1961), relative excess hydraulic gradient versus liquid hydraulic gradient , reconstructed.


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