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Equilibrium equations applicable to channels of all sizes and shapes, provided silt load and bed consist of "loose granular material," and provided certain hydraulic conditions are satisfied; distribution of silt in cross sections of central main canal, Imperial Valley Project, in Colorado River and at tidal outfall of river Great Ouse; application of theory. (See also - (discussions) n 7 Sept p 1524-8 and n 8 Oct p 1724-8)
Equilibrium equations applicable to channels of all sizes and shapes, provided silt load and bed consist of "loose granular material," and provided certain hydraulic conditions are satisfied; distribution of silt in cross sections of central main canal, Imperial Valley Project, in Colorado River and at tidal outfall of river Great Ouse; application of theory. (See also - (discussions) n 7 Sept p 1524-8 and n 8 Oct p 1724-8)
Theory of silt transportation
Am Soc Civ Engrs -- Proc
Griffith, W.M. (author)
1938
16 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
| Engineering Index Backfile | 1939
A Theory of Silt Transportation
| ASCE | 2021
Further notes on silt transportation
| Engineering Index Backfile | 1947
Closure to “Griffith on a Theory of Silt Transportation”
| ASCE | 2021