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A platform for research: civil engineering, architecture and urbanism
Sedimentation in Quiescent and Turbulent Basins
In a paper which has become a classic the late Allen Hazen, M. Am. Soc. C. E., stated the problem of sedimentation with characteristic clearness. For sediment consisting of particles of constant hydraulic value in a completely turbulent basin (the term will be defined subsequently) Hazen's theory is complete; but actual sediment is usually far from uniform, and, therefore, Hazen's formulas are not always applicable.
Sedimentation in Quiescent and Turbulent Basins
In a paper which has become a classic the late Allen Hazen, M. Am. Soc. C. E., stated the problem of sedimentation with characteristic clearness. For sediment consisting of particles of constant hydraulic value in a completely turbulent basin (the term will be defined subsequently) Hazen's theory is complete; but actual sediment is usually far from uniform, and, therefore, Hazen's formulas are not always applicable.
Sedimentation in Quiescent and Turbulent Basins
Slade, J. J. (author)
Transactions of the American Society of Civil Engineers ; 102 ; 289-305
2021-01-01
171937-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Sedimentation in quiescent and turbulent basins
| Engineering Index Backfile | 1935
Sedimentation in quiescent and turbulent basins
| Engineering Index Backfile | 1937
Sedimentation in quiescent and turbulent basins
| Engineering Index Backfile | 1936