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Study of phenomena resulting from propagation of derived waves in inland channels; effects of friction on bottom and sides of channel; influence of width, depth, and canal outlet on propagation; author proposes "reflected wave theory" to account for effect on derived wave of characteristics of body of water at outlet of canal; method of applying theory to canals of various characteristics and determining coefficient of friction for each case; theory is tested by computations for certain known canals.
Study of phenomena resulting from propagation of derived waves in inland channels; effects of friction on bottom and sides of channel; influence of width, depth, and canal outlet on propagation; author proposes "reflected wave theory" to account for effect on derived wave of characteristics of body of water at outlet of canal; method of applying theory to canals of various characteristics and determining coefficient of friction for each case; theory is tested by computations for certain known canals.
Flow of water in tidal canals
Am. Soc. Civil Engrs. -- Proc
Brown, E.I. (author)
1930
65 pages
20 Figs.
Article (Journal)
English
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ASCE | 2021
|Engineering Index Backfile | 1931
|Engineering Index Backfile | 1932
|Closure to “Brown on Flow of Water in Tidal Canals”
ASCE | 2021
|Discussion of “Faris on Flow of Water in Tidal Canals”
ASCE | 2021
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