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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
50484 Hits
2. Summary with 6 pipe diameters
38363 Hits
3. 1955 Newitt et al.
36749 Hits
4. 1978 Kazanskij
36592 Hits
5. 1960 Gibert
33434 Hits
6. 1952 Durand & Condolios
33321 Hits
7. 1958 Silin et al.
31545 Hits
8. 3 Layer Model + Download Excel Workbook
29948 Hits
9. 2 Layer Model
29579 Hits
10. 1972 Yagi et al.
26094 Hits

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

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