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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.

Constant spatial concentration curves for uniform sands

Pipe diameters ranging from 1 inch to 1.2 m, particle diameters ranging from 0.1 mm to 10 mm

Constant spatial and delivered concentration curves for uniform and graded sands

Pipe diameters ranging from 1 inch to 1.2 m, particles of 0.5 mm 

Grading d50/d15=d85/d50=4

Constant spatial and delivered concentration curves for uniform and graded sands

Comparison between DHLLDV & Wilson for a pipe diameter of 30 inch 

Grading d50/d15=d85/d50=4





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