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We noticed that many visitors like to view and/or download the many papers we show on this site. We will try to put more interesting publications on this website whenever we encounter it.


 Last articles added
06A The Relative Excess Hydraulic Gradient, Graded Sands & Gravels, Cvs
10 Comparing Heterogeneous Models based on the Relative Excess Hydraulic Gradient
11: Dp=1.1000 m, Wasp, Wilson & SRC versus DHLLDV
10: Dp=1.1000 m, A Comparison Of Different Models
06: Dp=1.1000 m, The Transition Heterogeneous-Homogeneous Flow Regimes

 Last pages
Dp=0.0254 m (1 inch)
Dp=0.0508 m (2 inch)
Dp=0.1016 m (4 inch)
Dp=0.1524 m (6 inch)
Dp=0.2032 m (8 inch)

 Top pages
1. 1976 Thomas
62145 Hits
2. Summary with 6 pipe diameters
47210 Hits
3. 1978 Kazanskij
44793 Hits
4. 1955 Newitt et al.
43855 Hits
5. 1960 Gibert
39744 Hits
6. 1952 Durand & Condolios
39633 Hits
7. 1958 Silin et al.
37260 Hits
8. 3 Layer Model + Download Excel Workbook
36158 Hits
9. 2 Layer Model
34712 Hits
10. Dp=1.1000 m (about 44 inch)
31820 Hits

The Delft Sand, Clay & Rock Cutting Model (DSCRC) 
The Delft Head Loss & Limit Deposit Velocity Framework (DHLLDV) 

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