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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
.gif)
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
.gif)
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
.gif)
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