A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Author collates reliable data of stable channels at India and Egypt and deduces new general formulas for extended range of hydraulic observations; Lindley theorem is true; all stable channels of same discharge have same wetted perimeter, and silt factor determines shape; rugosity coefficient in Manning's formula is simple function of silt factor; at velocity between 1.0 and 0.6 ft. per second, transportation of silt other than colloids is impossible. (see also abstract in Engineering, vol. 129, no. 3343, Feb. 7, 1930, pp. 179-180) (session)
Author collates reliable data of stable channels at India and Egypt and deduces new general formulas for extended range of hydraulic observations; Lindley theorem is true; all stable channels of same discharge have same wetted perimeter, and silt factor determines shape; rugosity coefficient in Manning's formula is simple function of silt factor; at velocity between 1.0 and 0.6 ft. per second, transportation of silt other than colloids is impossible. (see also abstract in Engineering, vol. 129, no. 3343, Feb. 7, 1930, pp. 179-180) (session)
Stable channels in alluvium
Instn. Civil Engrs. -- Minutes Proc
Lacey, G. (author)
1930
36 pages
16 Figs.
Article (Journal)
English
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